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FLS2007-03012°Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 -562 -4567 Fax: 727 - 562 -4865 CASE #: RECEIVED BY (staff initials): DATE RECEIVED: • • SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ORIGINAL • SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -'Plans and application RECEIVED are required to be collated, stapled, and folded into sets X SUBMIT APPLICATION FEE $ 475 PLANNING DEPARTMENT * NOTE: 16 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) CITY OF CLEARWATER • 4 FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 10/30/2006) , — PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION, INC. MAILING ADDRESS: _503 CLEVELAND STREET CLEARWATER FL 33755, PHONE NUMBER: 727/639 -7587 FAX NUMBER: 727/445 -7277 PROPERTY OWNER(S): CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION, INC. List ALL owners on the deed AGENT NAME: JAMES BOND MAILING ADDRESS: 319 SOUTH GARDEN AVENUE CLEARVE'ATER 33756 - PHONE NUMBER: 727/467 -5000 FAX NUMBER: 727/445 -7277 CELL NUMBER: 727/638 -9088 E-MAIL ADDRESS: fiblldesigners(Wscientology.net B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: Ocean View Apartments PROJECT VALUATION: $ 3.5 M STREET ADDRESS 300 N OSCEOLA AVENUE PARCEL NUMBER(S): 09/29/15/07940/000 /0012 PARCEL SIZE (acres): 0,63 PARCEL SIZE (square feet): 27,573 LEGAL DESCRIPTION: SEE ENCLOSED DEED WITH THIS APPLICATION _ PROPOSED USE(S): APARTMENTS DESCRIPTION OF REQUEST: 1. REQUEST EXTERIOR BUILDING RENOVATIONS, LOBBY ADDITION, Specifically identify the request SITE AND LANDSCAPE IMPROVEI%lENTS. (include number of units or square 2, REQUEST DEVIATION FROM THE KILN. STAC.KLNG DISTANCE AT OSCEOLA footage of non-residential use and all AVE. AND JONES ST. FROM 20' TO 8'AiNND 5' RESPECTIVELY. requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) Pagel of 7 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO _X _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) X SUBMIT A COPY OF THE TITLE INSURANCE POLICY, .DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. X 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) Provide complete responses to the six .(6) GENERAL APPLICABILITY CRITERIA — Explain _how each .criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. SEE ATTACHMENT A. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. SEE ATTACHMENT A- 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. SEE ATTACHMENT A. 4. The proposed development is designed to minimize traffic congestion. SEE ATTACHMENT A. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. SEE ATTACHMENT A. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. SEE ATTACHMENT A. RECEIVED MAY 0 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Page 2 of 7 WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) N/A Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) — Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) SEE ATTACHMENT B X A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Stone Drainage .Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ❑ At a minimum, the STORMWATER PLAN shall include the following; • Existing topography extending 50 fleet beyond all property lines; • Proposed grading including finished floor elevations of all structures; • All adjacent streets and municipal stone systems; • Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; X A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. X Proposed stormwater detention/retenfion area including top of bank, toe of slope and outlet control structure; X Signature and seal of Florida Registered Professional Engineer on all plans and calculations. COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), f applicable INED ACOG,WLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the fMA"A 2007 _ Stormwater plan as noted above is included aaNanGdDEpARTtMENT Stormwater plan is not required and explanation narrative is attached. At a minimum, a gradd�Vt G{�L�/i elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) X SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; X TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) — please design around the existing trees; X TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees;. X LOCATION MAP OF THE PROPERTY; NIA PARKING DEMAND STUDY in conjunction with a request to make .deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; IT WILL BE SUBMITTED ON SEP 11, 2006. GRADING PLAN, as applicable; NIA PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); NIA COPY OF RECORDED PLAT, as applicable; Page 3 of 7 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) X SITE PLAN with the following information (not to exceed 24" x 36 "): X Index sheet referencing individual sheets included in package; X North arrow; X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; X All dimensions; X Footprint and size of all EXISTING buildings and structures; X Footprint and size of all PROPOSED buildings and structures; X All required setbacks; X All existing and proposed points of access; X All required sight triangles; N/A Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; X Location of all street rights -of -way within and adjacent to the site; X Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; X All parking spaces, driveways, loading areas and vehicular use areas; X Depiction by shading or crosshatching of all required parking lot interior landscaped areas; X Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3- 201(D)(i) and Index #701); X Location of all landscape material; X Location of all onsite and offsite storm -water management facilities; N/A Location of all outdoor lighting fixtures; and X Location of all existing and proposed sidewalks. X SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: EXISTING REQUIRED PROPOSED X 27,573 s.f. NIA 27,573 s.f. Land area in square feet and acres; 0.63 ac 0.63 ac X 25 APTS <2AC 25 — Number of EXISTING dwelling units; UNITS /ACRE X Number of PROPOSED dwelling units; - 16 24 APTS X Gross floor area devoted to each use; 30,023 s.f. — 31,351 s.f. X Parking spaces: total number, presented in tabular form with the 34 23 +1HP 23 +1HP number of required spaces; X Total paved area, including all paved parking spaces & driveways, 12,045 s.f. NIA 8,381 s.f. expressed in square feet; Official records book and page numbers of all existing utility M _ easement; X Building and structure heights; 69' -5" 150' MAX 69' -5" X Impermeable surface ratio (I.S.R.); and 0.61 N/A 0.55 X Floor area ratio (F.A.R.) for all nonresidential uses. 1.09 0.5 max 1.14 X REDUCED COLOR SITE PLAN to scale (8 % X 11); NIA FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One -foot contours or spot elevations on site; OR191W Offsite elevations if required to evaluate the proposed stormwater management for the parcel; RIECEP D All open space areas; MAY Q 4 2007 Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); PLANNING DEPARTMENT Streets and drives (dimensioned); CITY OF CLEARWATER Building and structural setbacks (dimensioned); Structural overhangs; Page 4 of 7 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) X LANDSCAPE PLAN with the following information (not to exceed 24" x 36 "): X All existing and proposed structures; X Names of abutting streets; X Drainage and retention areas including swales, side slopes and bottom elevations; X Delineation and dimensions of all required perimeter landscape buffers; N/A Sight visibility triangles; X Delineation and dimensions of all parking areas including landscaping islands and curbing; X Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); X Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; X Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; X Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; X Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; NIA Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); X Irrigation notes. X REDUCED COLOR LANDSCAPE PLAN to scale (8'/ X 11); N/A COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) X BUILDING ELEVATION DRAWINGS — with the following information; X All sides of all buildings; ORIGINAL X Dimensioned; RECENED X Colors (provide one full sized set of colored elevations); MAY 0 °' 0 07 X Materials; X REDUCED BUILDING ELEVATIONS — same as above to scale on 8'/Z X 11. pMNING DEPARTMENT CITY OF CLEARWATER J. SIGNAGE: (Division 19. SIGNS ! Section 3 -1806) /A • All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. • All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) U Comprehensive Sign Program application, as applicable (separate application and fee required). L3 Reduced signage proposal (8 % X 11 color), if submitting Comprehensive Sign Program application. Page 5 of 7 K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) 0 NIA Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. • W +11 generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727562 -4750) Refer to Section 4 -801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post - development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. eU� Traffic Impact Study is not required. TION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. liaraaa with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. IfW� RMEWD Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): 'I Fire Flow Calculations/Water Study is included. MAY 0 4 2007 Fire Flow Calculations/Water Study is not required. PLANNING DEPARTMEN CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW 01= CLEARWATER CALCULATIONS / WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authori . representatives to visit and photograph the pro rty described in this application. Signature of property owner or representative GLEN E. STILO, SECRETARY STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this C_ day of Pf Au , A.D. 20_Qa_ to me and /or by G �cu Snw cas sr- ceErA2y who is personally known has produ d RIDA as` ntification ? Sarah H. Heller Commission # DD610822 blic, '•- �xpue� �it�V -�I, 2010 ry p My commission expires: BONDED THRU ATLANTIC BONDING CO., INC. CHURCH OF SCIEN'T'OLOGY FLAG SERVICE ORGANIZATION, INC Page 6 of 7 0 0 N. AFFIDAVIT TO AUTHORIZE AGENT: Provide names of all property owners on deed — PRINT full names: CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION, INC. ORIGIN. RXENED V,Ay o 4 2007 PLANNING DEPARTMENT _— C11Y O� �LEARWr%1' - 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 300 N. OSCEOLA AVENUE That this property constitutes the property for which a request for a: (describe request) 1. REQUEST EXTERIOR BUILDING RENOVATIONS, LOBBY ADDITION, SITE AND LANDSCAPE IMPROVEMENTS. 2. REQUEST DEVIATION FROM THE MIN. STACKING IDISTANCE AT OSCEOLA AVE. AND JONES ST FROM 20' TO WAND V RESPECTIVELY. 4. That the undersigned (hasthave) appointed and (doesido) appoint: JAMES BOND as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application, 7_ That (Itwe), the undersigned authority, hereby certify that the foregoing is true and correct. Property �ne GL _ -:_STILO, CR ETARY CI- URCH §&MOLOGY FLAG SERVICE ORGANIZATIONT, OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duty commissioned by the laws of the State of Florida, on this Property Owner Property y -rN day of M G V. I Z QQ_} personally appeared (g L jZQ 5l (_p A5 who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. NOTARY PUBLIC -STATE OF FLORIDA Sarah H. Heller Commission ;# 1) D610822 %,,,,,,,,.•` Expires: NOV. 01, 2010 Notary Seal/Stamp BONDED THRU ATLANTIC BONDING CO., INC. Notary Public Signature My Commission Expires: Page 7 of 7 ATTACHMENT A WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) D.I. The improvements to the exterior fagade of the existing structure will include an upgrade to the windows that complement the style of the adjacent Osceola. Inn and Sandcastle Retreat. The use of faux balconies will harmonize with the balconies at the Sandcastle. The scale and bulk of the existing structure will not be affected. The improved character of the existing structure will make it part of the family of campus buildings. The lobby addition will show the same style of windows and color accents so as to complement to overall character being strived for. The lobby addition does not increase the density of the development, and the additional coverage and scale is small compared to the scale of the existing structure. D.2. The improvements to the existing exteriors plus the lobby addition are in keeping with the approved uses within the downtown zoning district. Since the existing building had never gone through an exterior upgrade as a whole, this new development will positively affect the value of the adjacent land and (future) buildings. D.3. The health and safety of persons residing or working in the neighborhood of the Ocean View Apartments will be improved because of the improvements to fire protection and life safety facilities. The new windows will meet the current code for velocity zone and thus not become a part of any flying debris associated with high winds. DA. Because of the church's efficient transit system, the amount of traffic congestion will be reduced from its level as a condominium. The church vans will be routed from the Osceola Inn and Sandcastle Retreat to the new Ocean View Apartments on a routine basis to pick up and drop off passengers. D.5. The immediate vicinity of the Ocean View parcel includes a campus style character of church buildings, so the proposed development is consistent with that. To the north the Triangle development will also include condominium residences in a phased development plan, configured in towers and low rise structures. The sense of community will be further shared with the Triangle residents by the future installation of a pedestrian way that will allow residents within the Triangle development to access the Sandcastle Retreat. D.6. The Ocean View Apartments will operate in the same way and during the same hours as any apartment complex would operate. There will be comings and goings during every day, but with little or no noise except perhaps the buzz of excitement the residents share by being there. There would be no special visual or olfactory impacts from this development on adjacent properties. ORIG1NAi. RECENEG MAY 04 2007 PLANNING city Of C DEPARTMENT 0 .0 ATTACHMENT B COMPLIANCE WITH THE DOWNTOWN REDEVELOPMENT PLAN The Ocean View Apartment project is consistent with the goals, objectives and policies of the Downtown Redevelopment Plan listed below: Goal 1: Downtown shall be a place that attracts people for living, employment and recreation. The City shall encourage redevelopment that will attract residents and visitors to Downtown as a recreation, entertainment and shopping destination. Objective 1 G. Residential uses in Downtown are encouraged with a variety of densities, housing types and affordability consistent with the character districts. The proposed apartment building will accommodate housing for visitors and citizens to Downtown and assist in adding livability and liveliness to the Downtown. Goal 2: Create an environment where both people and vehicles can circulate throughout Downtown safely and effectively. Objective 2H.• A variety of parking solutions for motorized and non - motorized vehicles shall be pursued to support redevelopment while maintaining ease of access and parking throughout the Downtown. As part of the Church of Scientology's downtown campus, apartment guest can utilize the shuttle system operated by the Church that circulates throughout the Downtown. In addition, the close proximity of the Sandcastle Building will allow parishioners to easily walk to their services, classes and counseling. Goal 3: Create Downtown as a memorable place to be enjoyed by residents and visitors that capitalizes on Clearwater's waterfront location, natural resources, built environment and history. Objective 3D: Redevelopment is encouraged to create a vibrant Downtown environment containing a variety of building forms and styles that respect Downtown's .character and heritage The proposed style will be imitating the adjacent structures in color and details enhancing the Downtown environment. Policy 3: The design of all projects in Downtown shall make meaningful® contributions to the pedestrian environment through site and building design. C� W' The project has designed a pedestrian walkway that connects this building to the existi sidewalk on Osceola Ave. ��.GA c� L �3 a to � z� is I� � ✓; -w , it ,i ice^ . i:+�. i. . r ater i Clearwater Fire & Rescue 610 Franklin Street — Clearwater, Florida 33756 Public Works Administration — Engineering Department 100 S. Myrtle Avenue, Suite 200— Clearwater, Florida 33756 FItL.t3V1fYD[ZANT WORKStIIEET (Revised 03/29/2006) This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ) prior to CRC meeting for any project that is more than 3 stories or more than 30 feet in height above the lowest Fire Dept vehicle access point or for any other project that will require an Automatic Wet Standpipe System and /or Fire Pump before any permitsfor new building construction, building expansion or fire hydrarltswill be issued by the City of Clearwater. information and design must comply with Florida Building Code, Chapter 9 - Fire Protection Systems, Florida Fire Prevention Code to indude applicable NFPA Code (NFPA 1, 13, 13D, 13E, 13R, 14, 15, 20, 291 and 1142 Annex H) and AWWA M -17 - Installation, Field Testing and Mairdenanoe of Fire Hydrants PR4J8TNI=k3RAATItiN. Project Name: o t:'Q_o.✓� Project Address o => t-� o -- C -I - S1-t,y �'St •' Hydrant Test Conducted by: C (Include/Attach Copy of Actual Test Sheet) NFPA ;HAZARQGi.ASS[FIGAT[+C?11 Area # Classification Description of Hazard Protected (Commodity Description , Storage HeigM and Arran ment ifopplicable): Attac h A ddifio nal She ctsifNecessafy Page 1 of 3 ORIGINAL RECEIVED MAY 0 4 2007 PLANNING DEPARTMENT C17Y OF CLEARWATER Attach Additionat She etsifNecessary Total Needed Fire Row (N. F. F.) Is Existing System Supply Sufficient to Meet N.F.F. Above? , No Yes It Project Includes Fire Pump, Supply the Following: Fire Pump Information: Pump Capacity: "� S O gpm Chum Pressure: Rated Pressure: O psi Pressure c@ 150% Row. On -Site Storage Tank Capacity ( ?): I o L> psi c-, psi ORIGINAL, RECEI1ll6p Page of 3 MAY 04 2001 PLANN INIr- ?%_' f'O rJ'W *NT 03/09/2007 08:14 7275524961 P UTI IES PAGE 02 loa I?FcD MAY Q 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER FLOW TEST MIN OF =.E# "ATM WAIM DWARiNIM ►- o AVE 4- JOAXs tUb 11)0' FT IDATE OF 1981 7 IMVW6 02, Psi - a77- Q ry 1pr= �L- 7 m G - P-7 7 -5 f1 IT OT — 977 ^ Xr 10 jS-0 rFA +71f ! Z70 Q ` o2-7?— 5 . FLOW 0 FPM -.8 � (} � � � • lemt1rDl�T' si 2 7 7 — M F-FF-i CH U R CO OF CUWUW lmumTm Tyr . - .SCI F-fJ -r0&0P loa I?FcD MAY Q 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER n -URN.,Ws D`P1ai;4&q CRAY OF CLEARWK Ep Tree Inventory 300 N. Osceola Avenue Clearwater, Florida December 5, 2006 Prepared by: Alan Mayberry, Consulting Arborist For: E &L Support Services, Inc. ORIGM RICEIM MY 04 2007 PLANNING DEPARTMENT CITY OF CLEARWATER The following report is submitted by Alan Mayberry, Consulting Arborist, and includes findings that I believe are accurate based on my education, experience and knowledge in the field of Arboriculture. I have no interest personally or financially in this property and my report is factual and unbiased. This report is the property of E & L Support Services Inc., and will not be given to other entities unless so directed. Tree Canopy Analysis and Preservation Strategies The subject site is an existing condominium complex that is currently being used for residential purposes. The tree canopy consists of a few native shade tree species and several native sabal palms (Sabal palmetto) that were likely preserved during the development of the present site and several exotic tree species and palms that were planted for beautification purposes. The overall condition of the trees is poor as most of the trees have suffered from general neglect and poor pruning. However, there are a quantity of palms that are worthy of preserving in place or transplanting on site. Most of the palms are old and have chainsaw cuts, pits and trunk restrictions that detract from there aesthetic appeal consequently a decision will have to be made by the landscape designer whether the palms should be incorporated into the new site design. The following tree 'inventory will identify each tree by its size, specie and overall condition with accompanying notes justifying the condition ratings of trees that are on site and rated 2.5 or below. The attached site plan will indicate the location of the tree on the site by the number on the plan that corresponds to the number in the inventory. Tree Inventory Data A tree inventory is a written record of a tree's condition at the time of inspection. It is a valuable tool to prioritize tree maintenance and remove trees with problems that could lead to failure and cause personal injury or property damage. The tree inventory lists four codes and also has a comment section. The following is an explanation of the data used in the inventory: Tree# - location - Each tree is assigned a number for reference in the inventory that corresponds with a number on the site plan that identifies the location of the tree in the field. 1 � Size — Tree size is a measure of the tree's trunk diameter measured at 4.5' above grade. If there is a fork in the trunk at that point the diameter is measured at the narrowest area below the fork. Palm species are measured in feet of clear trunk (C.T.). Species — Each tree is listed by its common and botanical name the first time it is listed in the inventory. For simplicity the tree is listed by its common name thereafter. Condition Rating — The condition rating is an assessment of the tree's overall structural strength and systemic health. Elements of structure include: 1) the presence of cavities, decayed wood, split, cracked, rubbing branches etc., 2) branch arrangements and attachments, i.e., well spaced vs. several branches emanating from the same area on the trunk, codominant stems vs. single leader trunk, presence of branch collars vs. included bark. Elements of systemic health relate to the tree's overall energy system measured by net photosynthesis (food made) vs. respiration (food used). A tree with good systemic health will have a vascular system that moves water, nutrients and photosynthate around the tree as needed. Indicators of a healthy systemic system used in the overall condition rating include: 1) live crown ratio (the amount of live crown a tree has relative to its mass), 2) crown density (density of the foliage), 3) tip growth (shoot elongation is a sign that the tree is making and storing energy. The overall condition rating also takes into consideration the species, appearance and any unique features. The rating scale is 0 -6 with 0 being a dead tree and 6 a specimen. Increments of 0.5 are used to increase accuracy. Examples of the tree rating system are as follows: 0- A dead tree 1- A tree that is dying, severely declining, hazardous, harboring a communicable disease or a tree designated by the State of Florida's Exotic Pest Plant Council as a category #1 ecological pest i.e., Brazilian pepper tree (Schinus terebinthifolius). A tree with a rating of 1 should be removed as it is beyond treatment and is a threat to cause personal injury or property damage. 2 — A tree exhibiting serious structural defects such as codominant stems with included bark at or near the base, large cavities, large areas of decayed wood, crown dieback, cracked/split scaffold branches etc. In addition, a tree with health issues such as low energy, low live crown ratio, serious disease or insect problems, nutritional deficiencies or soil pH problems. A tree with a rating of #2 should be removed unless the problem(s) can be treated. A tree with a #2 condition rating will typically require a considerable amount of maintenance to qualify for an upgrade of the condition rating. 3- A tree with average structure and systemic health and with problems that can be corrected with moderate maintenance. A tree with a codominant stem not in the basal area that will be subordinated or cabled and braced or a codominant stem that will soon have included bark can be included as a 43. A tree with a rating of #3 has average appearance, crown density and live crown ratio and should be preserved if possible. 4- A tree with a rating of 4 has good structure and systemic health with minor problems that can be easily corrected with minor maintenance. The tree should have an attractive appearance and be essentially free of any debilitating disease or insect problem. The tree should also have above average crown density and live crown ratio. Mature trees exhibiting scars, old wounds, small cavities or other problems that are not debilitating can be included in this group particularly if they possess unique form or other aesthetic amenities relating to their age. A tree with a rating of 4 is valuable to the property and should be preserved. 5 — A tree with very high live crown ratio and exceptional structure and systemic health and virtually free of insect or disease problems or nutritional deficiencies. A tree in this category should have a balanced crown with exceptional aesthetic amenities. A tree in this category should be of a species that possesses characteristics inherent to longevity and withstanding construction impacts. A tree with a #5 rating lends considerable value to the site and should be incorporated into the site design. A tree with a #5 rating is worthy of significant site plan modification to ensure its preservation. 6 — A specimen tree. A specimen tree is a tree that possesses a combination of superior qualities in regards to systemic health, structural strength, crown density, live crown ratio, form (balanced crown), overall aesthetic appeal, size, species, age and uniqueness. A great effort should be made to preserve a specimen tree including shifting structures that would adversely impact the tree. In addition, a specimen tree should have an undisturbed area equal to its dripline (equal to. the branch spread) to grow in. Only an experienced and competent International Society of Arboriculture (I.S.A.) Certified Arborist should be allowed work on a specimen tree. Comments: The comment section serves to note observations relative to the tree but not covered in the inventory data or expands on information in the inventory data. It may include maintenance recommendations to improve the tree's overall condition rating. It may also have recommendations on whether to remove or preserve a tree. NOTE: A tree inventory is typically valid for 3 -5 years. However, events such as drought, lightning, mechanical root damage, freeze, improper maintenance and severe storms can downgrade the rating value of a tree. Conversely, remedial maintenance can upgrade the value. If you suspect that a tree has been adversely affected, have the tree inspected by a qualified International Society of Arboriculture (ISA) Certified Arborist. Note: Whenever possible it is advised to adhere to inventory recommendations when selecting trees to be preserved. For example, trees rated 4.0 and higher should be preserved if at all possible, while trees rated 2.0 and lower should be removed unless otherwise noted in the inventory. Trees rated 2.5 are generally recommended for removal unless remedial work is performed to upgrade them. Trees rated 3.0 and 3.5 are average trees that have good potential and warrant serious consideration for preservation but not to the extent that site plan modifications are necessary. This tree inventory was conducted December 2, & 5, 2006. NOTE: Per City of Clearwater requirements the inventory will provide specific information in the comments section as justification for the rating of each tree with an overall condition rating of 2.5 or less. Trees with a rating of 3.0 or higher are considered worthy of preservation if site design permits. NOTE: Trees are shown in the inventory by diameter inches of trunk measured at 4.5' above grade unless there is a fork then the measurement is taken at the narrowest area between the fork and grade. Palms are protected per city code when the trunk(s) have greater than 10' of clear trunk (CT) and are depicted accordingly. NOTE: An asterisk that proceeds a tree's# in the inventory indicates a tree that is located on adjacent property but is required to be inventoried as it is growing within 25' of the property line and its root system may be impacted by construction activities. There will be no recommendations as to whether the tree should be preserved or removed as it is not part of the subject property. NOTE: Trees preceded with an asterisk are located off -site but are included in the inventory per City of Clearwater code requirements for trees whose driplines enter the boundaries of the proposed site development. Trees in this category will be rated for overall condition but will not have supporting justification in the comments section. Tree Inventory Tree* Size Species Rating 1. 2 - 8" Japanese yew (Podocarpus macrophyllus) 2.0 Comments: This tree has poor structure as it forms a codominant basal attachment. The form is below average as it is one -sided and the canopy is covered with vines. Recommend removal. 2. 10' C.T. sabal palm (Sabal palmetto) 3.0 Comments: The trunk of this palm forms a lean to the south but it gives the palm character. The palm is healthy and has average form. Recommend preservation or transplanting on site. 3. 16" laurel oak (Quercus laurifolia) 2.0 Comments: The crown of this tree is thinning and it has large deadwood. In addition, it has a vine infestation. The tree has below average form as it is one - sided. Recommend removal. 4. 24" laurel oak 2.0 Comments: The surface roots of this tree have been wounded and have areas of decay on the roots and root collar. There is concrete embedded in the roots emerging from the root collar on the north side. The crown is thinning and the live crown ratio is below average. Recommend removal. 5. 12" laurel oak 1.5 Comments: The crown of this tree is one -sided and has a vine infestation. It is on the property line and is within 6" of a concrete wall that acts as a root impediment. Recommend removal. 6. 19" laurel oak 3.0 NOTE: Tree #7 was missed on the survey and has been added. *7. 9" Japanese yew 2.5 Comments: This tree is one -sided and has a codominant basal attachment. *8. 10 ", 15" jacaranda (Jacaranda acutifolia) 1.5 Comments: This tree has very poor structure in the form of a codominant trunk attached at the base with included bark in the crotch. The form is below average. *9. 15" camphor (Cinnamomum camphora) 1.0 Comments: This tree has been previously topped approximately 12' above grade and has very poor structure. It will likely evolve into a hazardous tree. 10. 6 stem - Senegal date palm (Phoenix reclinata) 2.5 Comments: This palm is essentially healthy but has minor decay on the lower trunks of two of the stems and has areas where the bark is sloughing off. This palm will improve if fertilized and pruned properly. 11. 15' CT sabal palm 3.0 Comments: This palm has minor decay and a trunk restriction but is healthy and worthy of preservation. 12. 15' CT sabal palm 2.5 Comments: This palm has a trunk restriction for the first 10' which detracts from its aesthetic appeal; however, the palm is healthy and could be preserved. 13. , 18' CT sabal palm 3.0 Comments: This palm is healthy and has an interesting curve in the trunk. 14. 20' CT sabal palm 3.0 Comments: This palm has a minor trunk restriction 10' above grade but is healthy and worthy of preservation. 15. 20' CT sabal palm 3.0 16. 20' CT sabal palm 2.0 Comments: The palm has pits on the trunk and serious decay at the base. Recommend removal. 17. 18' CT sabal palm 2.5 Comments: This palm has a trunk restriction for the first 12' and has bark sloughing off which detracts from its appearance. However, it is healthy and could be preserved. 18. 10' CT Senegal date palm 3.0 Comments: This palm is yellowing and needs fertilizer but could develop into a good palm with proper maintenance. 19. 12' CT Senegal date palm 3.5 20. 13 ", 15" Avocado (Persea Americana) 2.5 Comments: The avocado tree is not cold hardy and is therefore not recommended for preservation. In, addition, the tree has a 4' high retaining wall on the east side of the trunk and it is not adequately supported due to restricted.root growth on the east side. Recommend removal. 21. 13' CT sabal palm 2.0 Comments: This palm has some decay on the trunk that has compromised its structure. Recommend removal. 22. 15' CT sabal palm 3.0 23. 14' CT sabal palm 3.0 24. multi -trunk paurotis palm (Acoelorrhaphe wrightii) 3.5 Comments: This palm cluster has one dead stem but is located near the seawall where it should be out of the way of new construction. Consequently, it should be preserved and will be a good palm cluster if maintained properly. 25. 6 ", 6" bottlebrush (Callistemon viminalis) 0.5 Comments: This tree has severe decay at the root collar and is a threat to fall. Recommend removal. 26. 2 -8 ", 2 -10" bottlebrush 1.0 Comments: The tree has poor structure in the form of a codominant trunk attached at the base. In addition, it has decay at the root collar. Recommend removal. NOTE: Trees #27 — 41 are located on or south of the right of way of Jones Street and are greater than 25' from the subject.property. They are included in the inventory as they were picked up in the site survey. They will numbered and noted by size, species and overall condition. *27. 24" laurel oak 0.5 *28. 18" laurel oak 3.0 *29. 10" live oak 2.5 *30. 6" Pignut hickory (Carya glabra) 2.5 *31. 7" pignut hickory 2.0 *32.. 14' CT sabal palm 3.0 *33. 42" live oak 3.0 *34. 12' sabal palm 3.0 *35. 15" laurel oak 2.0 *36. 15" laurel oak 1.5 *37. 15" laurel oak 1.5 *38. 18' CT sabal palm 3.0 *39. 8" laurel oak 1.5 *40. 12' CT sabal palm 3.0 *41. 24" live oak 3.0 E & L SUPPORT SERVICES, INC. 521 Chestnut Street Clearwater FL 33756 Phone 727/466 -6772 Fax 727/466 -6882 email kencrete@aot.com FL Certificate of Authorization Number 7983 OCEAN VIEW APARTMENTS CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION DRAINAGE REPORT 300 N. OSCEOLA AVE. Clearwater FL 33755 Prepared for. CITY OF CLEARWATER & SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT MAY 2007 PREPARED BY: E & L SUPPORT SERVICES, INC. 521 Chests Street, Clearwater FL 33756 FL Certifie4fe of Authorization Noknb83 MAY 0 4 2007 BY: Kenneth H. Roush, P.E. FL License No. 33366, Copyright @ 2007 E & L SUPPORT#&iC §, INC`. ALL.RIGHTS RESERVEIDRIf' N& i RECEIVED t � a MAY 04 200 ►_ 0 �. ' `�`:� PLANNING DEPARTMENT >' • iNATER C(IY OF CIFAR OCEAN VIEW APARTMENTS CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION, INC :PROJECT ,NARRATIVE May, 2007 The site consists of -0.63 acres located at 300 N. .Osceola Avenue in Section 9, Township 29Sa Ran ge 1.5E, within the City of Clearwater in Pinellas County_ The existing conditions within the project area include a seven story building (4, -858 s.f.), one level of parking (12,045 s.f.) and infrastructure_ It is ::proposed to construct :a lobby (1,328 s.f ) addition, renovate the existing structure and reduction to the parking area to 8,381 s.f. The grading of the pedestrian walkways, roof and most of the parking will direct stormwater runoff to the pond. The surface water management system is designed to be in compliance with the current development standards of SWFWMD and the City of Clearwater. SWFW:MD requires that the first %" of runoff be retained for water quality. The recovery of the pond after the storm event is calculated to occur within 24 hours with the installation of 15 feet of 6" _perforated PVC u:nderdrain. A concrete control structure is proposed to regulate the volume of water within the retention pond. The top of the control structure is set at elevation 9.7, with the pond bottom at elevation 7.0. A baffle will be -installed around the top of the control structure to control the :release of oils, debris and other objectionable materials from the pond. ORIGINAL RECEMI) MAY 04 2007 PLANNING DEPARTMENT CI1Y of CLEAR I 0 0 OCEAN VIEW APARTMENTS DRAINAGE CALCULATION SUMMARY MAY 2007 RUN -OFF COEFFICIENTS TOTAL DRAINAGE AREA = 27,573 s.f., 0.63 Acres EXISTING CONDITIONS: Building 4,858 s.f. X 0.45 = 2,186.1 s.f. Impervious 12,671 s.f. X 0.45 = 5,702.0 s.f. Pervious 10,044 s.f. X 0.20 = 2,008.8 s.f. 27,573 X :9,896.9 s.f. 1,195.2 Cpre = 0.36 Impervious PROPOSED CONDITIONS: Building 4,858 s.f. x 0.90 = 4;372.2 s.f. Lobby Addition 1,328 s.f. X 0.90 = 1,195.2 s.f_ Impervious 9,007 s.f. X 0.90 = 8,106.3 s.f. Pond @ 9.7 ELEV. 1,105 s.f. X 1.00 = 1,105.0 s.f. Pervious 173238 s.f. X 0.20 = 3;447_,6 s_f. 27,573 s.f. 18,226.3 -s.f. Cpos# = 0.66 WATER QUALITY VOLUME REQUIRED WO Volume Required = 27,573 s.f. x 3 /4 "I'N /12 = Atenuation Volulme Required = Total Volume Required = VOLUME PROVIDED :Pond Volume Provided = DHW Elev 9.7 WOW RFCEKD MAY 0 4 2007 PLANNING DEPARTMENT fgy OF CLr-AR AfATER 1,723 c.f.. 0 c.f. 1,723 c.f. 1,735 t.# OCEAN VIEW APARTMENTS STAGE S T OtRAOE CHART MAY 2007 STAGE i STORAGE CALCULATION P.B. EL.= D.H.W. 'EL.= T.O.B. EL.= STAGE AREA AREA STORAGE 7.0 248 0.006 0 8.0 512 0.012 380 9.0 - 838 0.019 1,055 9.7 1,1,051 0.025 1,735 10.2 1,3091 0.030 2,339 WEIR DESIGN NO WEIR WILL .BE CONSTRUCTED ORIGINAL RECEIVED MAY 0 4 2007 PLANNING DEPARTMENT CHy OF CLEARWATEP VOLUME PROVIDED (CF)= TOP OF CONTROL STRUCTURE ELEV. BOTTOM OF POND ELEV. UNDERDRAIN INVERT K= LENGTH OF UNDERDRAIN OCEAN VIEW APARTMENTS POND DRAWDOWN ANALYSIS 1,735 9.70 7.00 6.00 0.09 (FT./MIN,) 15 FT POND AREA (SF) = POND AREA (SF) = 1,105 248 ELEV. TOTAL. INCR L (AV) H FILTER FLOW POND 1 - NCR rT HEAD HEAD AREA_ CFM AREA VOL. TIME 3.11 0.68 — 2.76. 1,15 — 23 1105 674 294 9.03 2.44 0.68 2.75 0.8-9. 23 1.79 891 529 - 295 8.35 768 06 2.15, 0.�_4 23 677 384 256 7.00 l 1.091 2.7.5 0.40 23 0.80. 462 240 _T 299 2481 TIME = TIME = V 0 lz -on :!Z- w a 4) 2 0 m ,ice .F AM ;a4 1184 MINUTES 19.7 HOURS 0 • 4 Report of Geotechnical Exploration and Evaluation Belvedere Clearwater, Florida ORIGfIVAI. WEND MAY 0 4 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ENVIRONMENTAL CONSULTING GEOTECHNICAL ENGINEERING MATERIALS TESTING THRESHOLD INSPECTION DRILLING SERVICES 14FODARSE S A S S O C I A T E S, I N C. February 7, 2007 Project No: 04 -06- 0259 -101 Ms. Jasmine Bills FLB Designers c/o Church of Scientology 319 South Garden Avenue Clearwater, Florida 33756 Report of Geotechnical Exploration and Evaluation Belvedere - Clearwater, Florida Ms. Bills: Nodarse & Associates, Inc (N &A) is very is pleased to provide this report of geotechnical exploration for the subject project. This exploration was authorized by your acceptance of our proposal dated November 13, 2006. This report provides is a brief description of the project site, our field exploration and our conclusions and recommendations. PROJECT SITE DESCRIPTION We understand that an existing structure, known as Belvedere, located in Clearwater; Florida, is being proposed for a lobby addition. The proposed addition will be on the east side of the structure and will be supported by four columns. Based on the information provided by FLB Designers (email dated 26 January, 2007), we understand that the maximum axial column load for the proposed lobby is 61 kips. A review of the United States Department of Agriculture Soil Conservation Service (SCS) survey for Pinellas County, Florida, project area is mapped as Urban Land. A to the survey, this land type consists of areas where the original soil has been modified utting, grading, filling, and reshaping or has been generally altered for urban developmen � erefore making surficial soil identification not feasible. MAY 0 4 2007 PCny OF CDEARWAIER Belvedere N & A. Project No. 04- 06- 0259 -101 Page 2 A review of the United States Geological Survey Clearwater, Florida, Quadrangle map shows that the site elevations vary from +20 feet on the east side to +5 feet on the west side. SUBSURFACE EXPLORATION Our services consisted of performing two standard penetration test (SPT) borings, B -1 and B -2 to a depth of 20 feet and five hand auger borings, HA -1 through HA -5 to a depth of 6 feet. B -1 and B -2 were planned to be performed in the proposed lobby footprint. However, due to site access constraints, B -1 was relocated adjacent to sidewalk on the south. A 10 feet deep hand auger boring, HA -5, was performed at the original B -1 location, as shown on Figure 1 in Appendix attached to this report. The borings B -1 and B -2 were advanced manually to a depth of 8 and 6 feet respectively, with a hand auger in order to avoid damaging unmarked underground utilities. SPT sampling was performed at 5 foot intervals thereafter to the termination depth of 20 feet. The soil samples were examined, packaged, and sealed for transportation to our laboratory for further examination and visual classification. LABORATORY TESTING - Samples recovered from the borings were returned to the laboratory for visual classification and _ stratification by a geotechnical engineer. Index property tests were conducted on selected samples to aid classification. The results of the laboratory testing are summarized below. GENERAL SUBSURFACE CONDITIONS Boring B -1, initially encountered fine sand to depth of about 2 1/2 feet followed by a layer of shell fragments, to a depth of about 4 ft, and then clay with many shell fragments, to a depth of 8 ft. The consistency of the soils to a depth 8 ft was not measured as the boring was initially advanced with a hand auger. From 8 feet to 18 feet, the boring encountered very loose sands with shell and penetration resistances of 0 blows per foot (BPF) to 2 BPF. The limestone formation was then encountered at a depth of 18 feet to 20 feet, at which depth the boring was terminated. The limestone layer had a penetration resistance of 50 blows for 2 inchs penetration. ORIGINIAIQ WCENED MAY 04 2007 PINING DEPAWMEW C" Of CLEARWco R 1loistairo Passu►gi uid 1f�rm�ix xllast�c �,imrt� 1�SCS Rs orngo ', �A C3assiica 3ie tf Gz�ri#ei�t°o No.i1�e`�.q'�� .� ... ._ ©n;; B -2 6 - 8 30 7 - - SP B -2 19-20 29 20 37 20 SC GENERAL SUBSURFACE CONDITIONS Boring B -1, initially encountered fine sand to depth of about 2 1/2 feet followed by a layer of shell fragments, to a depth of about 4 ft, and then clay with many shell fragments, to a depth of 8 ft. The consistency of the soils to a depth 8 ft was not measured as the boring was initially advanced with a hand auger. From 8 feet to 18 feet, the boring encountered very loose sands with shell and penetration resistances of 0 blows per foot (BPF) to 2 BPF. The limestone formation was then encountered at a depth of 18 feet to 20 feet, at which depth the boring was terminated. The limestone layer had a penetration resistance of 50 blows for 2 inchs penetration. ORIGINIAIQ WCENED MAY 04 2007 PINING DEPAWMEW C" Of CLEARWco Belvedere N & A. Project No. 04 -06- 0259 -101 Page 3 Boring B -2 encountered fine sand in the initial 9 1/2 feet. The consistency in the top 6 feet was not measured as the boring was initially advanced using a hand auger. The N -values in the sand layer from 6 feet to 9 1/z feet varied from 2 BPF to 7 BPF. The boring then penetrated firm clay with a consistency of 6 BPF from below the sand layer to a depth of 18.5 feet, before penetrating loose clayey sand layer, which extended to 20 feet. The boring locations are shown on Figure 3 in the Appendix A total of 5 hand augers were performed around the existing structure, as shown on Figure 3 in Appendix, to depth of 6 feet below existing grade. The hand auger borings encountered sands - with traces of clay, limestone and shell fragments. Subsurface conditions encountered in the boring are shown on the Soil Boring Record, Figure 4 in Appendix attached to this report. Descriptions of the soils. encountered in the borings are accompanied by the Unified Soil Classification symbol (SP, CL, etc.), N- values and description of soils based on visual observation. Stratification boundaries between soil types should be considered approximate as the actual transition between soil types may be gradual. The groundwater table as encountered in the borings during the field exploration is presented adjacent to the boring profiles on Figure 4 in the Appendix. Typically, the water table was found at 4.5 to 8 feet below existing grade. The differences were likely due to differences in surface elevation. We believe that the elevation of the groundwater will be influenced by the tidal fluctuations. ANALYSES, CONCLUSIONS AND RECOMMENDATIONS The conclusions and recommendations presented in this report are based upon the general soil conditions encountered in our field exploration, our analyses of the site and subsurface conditions, and our experience on similar projects. If final structure locations, grades, or foundation loads are significantly different from those previously described, or if subsurface conditions different from those disclosed by the borings are encountered during construction, we should be notified immediately so that we might review the following recommendations in light of such changes. The magnitude of the column loads and the results of the soil borings indicated that the use of a shallow foundation system is favorable to support the proposed lobby. However, it will be necessary to densify the loose sandy soils encountered in the upper portion of the soil profile before the footings are constructed. We recommend that the soils within the footing areas be removed excavated and replaced with suitable structural fill mds described in the following sections. RECEIVED gin( 0 4 2087 pLpNNING DEPARTMENT GIN OF CLEARWATER Belvedere N & A. Project No. 04 -06- 0259 -101 Page 4 Footing Subgrade Preparation: We recommend that within footing areas, the soils be excavated to a minimum depth of 5 feet below the footing bearing elevation and to a minimum of 2 feet outside of the perimeter of the footings. The sides of the excavations should either be sloped back or shored as per OSHA requirements for a safe excavation. Prior to fill placement, — the soils in the bottom of the excavation should be compacted to a minimum density of 95 percent of the soils' maximum dry density as determined by ASTM D1.557. Pill Placement: After the footing areas have been prepared as described above and accepted by the geotechnical engineer, fill required to bring the site or footing subgrade to final grade may be placed and properly compacted as follows: • Fill should be inorganic, non - plastic, granular soil (clean sands). Preferably it should have less than 10 percent passing a No. 200 sieve. The suitability of specific soils as fill T material would be based on the results from classification and compaction tests and subject to approval of the geotechnical engineer. The results of the soil borings indicated that the on -site material (soils in the upper 10 feet of borings B -2 and HA -5), may be w used for fill. The geotechnical engineer or his representative should be present during -- filling operations to observe the materials being placed. • The fill should be placed in level lifts not to exceed 12 inches loose thickness if a large roller or heavy equipment is used to compact the fill and 6 inches and less if smaller compaction equipment is utilized. • The fill should be compacted to a minimum of 95 percent of the soil's modified Proctor maximum dry density as determined by ASTM Specification D -1557. • In -place density tests should be performed on each lift by an experienced engineering technician working under the direction of a registered geotechnical engineer to. verify that _ . the recommended degree of compaction has been achieved. We suggest a minimum - testing frequency of one test per lift per footing. Foundation Design: Once the existing subgrade and/or new fill soils in the areas of proposed structures have been prepared in accordance with the following recommendations, the proposed structure can be constructed on a system of shallow combined footings. Footings which bear in densified new structural fill may be designed based on a maximum allowable bearing pressure of 2,500 pounds per square foot. Minimum footing dimensions of 24 inches should be used even though the maximum allowable bearing pressures may not be fully developed in all cases. Footings should bear at least 18 inches below finished exterior grades. Footing subgrade soils ... should be approved by the Geotechnical Engineer prior to placement of concrete and steel. As a minimum, the footing subgrade soils should be compacted to a density of at least 95 w, cent toof the soils' modified Proctor maximum dry density for a depth of 12 inches. Rf;CE"D MAY 04 2007 PLANNING DEPARTMENT rIrr ^r ~ - I � � __^ Belvedere N& A. Project No. 04 -06- 0259 -101 Page 5 Settlement: The settlement of shallow foundations supported on sandy soils should occur rapidly. Thus, the majority of expected settlements should occur during construction as dead loads are imposed at the footing locations. Provided that the recommended subgrade preparation operations are properly performed, the total settlements of isolated columns and wall footings should be less .than one inch, with differential settlements on the order of 50 percent of the total settlements. Temporary Dewatering: The groundwater observations made at the time of our field operations indicated that groundwater should not be expected to hinder the recommended undercutting and backfilling operations. However, depending upon groundwater conditions during the time of construction dewatering may be required. Dewatering means and methods should be left up to a contractor experienced in installation and operation of dewatering systems. The contractor should provide a dewatering plan for review and approval by the engineer prior to the installation of the dewatering systems. Excavations: Excavations for the project should be made in accordance with recommendations outlined by the Occupational Safety and Health Administration (OSHA) "Construction Standards - for Excavations." This indicates a maximum slope of 1.5 horizontal to. l vertical (1.5H:1 V) is permissible for excavations up to 20 feet in depth assuming there are no space constraints and that the excavation has been properly dewatered. The above recommendations are applicable only when the excavation will not compromise the integrity of existing roadways (i.e. the top of excavation is greater than 5 feet from existing pavement). It should be noted that slope recommendations are based in part on the assumption that a distance equal to or greater than the excavation depth is maintained from the edge of the excavation. When this cannot be maintained, shoring will be required. Shoring should be designed in accordance with current OSHA guidelines, taking into consideration loadings resulting from equipment and/or stockpiled fill. ORIGINA9,. RECERED MAY 0 4.2007 N4 ��EARUV��R� CVVy Belvedere N & A. Project No. 04 -06- 0259 -101 Page 6 1AX1131119- 0 N &A appreciates the opportunity to be of service to you on this project. If you should have any questions concerning the contents of this report, or if we may be of further assistance, please do not hesitate to contact us. Very truly yours,, NODARSE & ASSOCIATES, INC. Chetana R. Kommireddi, E.I. Craig M. Anstett, P.E. Geotechnical Project Engineer Geotechnical Services Manager Florida Registration No. 60850 Distribution: 3 — Addressee 1 — File Appendix: Figure 1 — USGS Vicinity Map Figure 2 — USDA Soils Map Figure 3 — Boring Location Plan Figure 4 — Soil Boring Record R:\ 2006\04060259—Belvedere\103\A\final-reports\Report cma rev.doc O1RGIR4 RECD MAY 0 4 2007 PLANNING DEPARTMENT CITY OF CLEAP,A167PR 0 - 5 w W u- 10 z- 2 I- 0_ W '15 ° 20 B -1 N 0 6.O'r a 01 -12 -07 L 0 L 2 W /SHELL —W /SHELL O A N 0 w 0: w. c� 8.0 L 2 ... 01 -12 -07 7 O _W =2s — 200 =20 LL =37 —PI =1 7 HA -2 O 4.5,,, 01 -12 -07 HA -1 LEGEND HA -5 /ORGANICS DARK BROWN, BROWN, DARK GRAY, GRAY, TAN O ® O2 GRAY, TAN CLAY (CL) CD W =30 GNE —200 =7 01 =12 -07 O _W =2s — 200 =20 LL =37 —PI =1 7 HA -2 O 4.5,,, 01 -12 -07 HA -3 LEGEND HA -5 El O DARK BROWN, BROWN, DARK GRAY, GRAY, TAN FINE SAND (SP) ® O2 GRAY, TAN CLAY (CL) O BROWN, DARK GRAY, GRAY SILTY, SLIGHTLY /TRACE OF CLAY CLAYEY SAND (SM) Zj O4 GRAY CLAYEY SAND (SC) *GN ® O5 LIMESTONE (LS) O SHELL FRAGMENTS (SP) UNIFIED SOIL CLASSIFICATION GROUP SYMBOL /LIMESTONE AS DETERMINED BY VISUAL EXAMINATION s DEPTH TO GROUNDWATER LEVEL IN FEET WITH DATE_ 01- 1.2-07 OF READING GNE GROUNDWATER NOT ENCOUNTERED TO DEPTH OF BORING 01 -12 -07 N STANDARD PENETRATION RESISTANCE IN BLOWS PER ORIGINAL FOOT LEND O 50/5" (50) BLOWS REQIURED TO DRIVE SAMPLING SPOON 04 2007 /SHELL (5) INCHES E r DEPARTMENT W NATURAL MOISTURE CONTENT ( %) PLANNING —200 FINES PASSING No. 200 SIEVE ( %) Of C`E�RWAIIR LL LIQUID LIMIT ( %) T 0 PI PLASTICITY INDEX HA -3 HA -4 HA -5 /LIMESTONE /TRACE OF CLAY *GN 4.5,E LIMESTONE (,) O /LIMESTONE 01 -12 -07 /ORGANICS 7.0y & CLAY - BALLS ,W/LIMESTONE 01 -12 -07 & SHELL O /SHELL PLANNING DEPARTMENT July 23, 2007 Mr. James Bond 319 South Garden Avenue Clearwater, Florida 33756 I'TY OF C LEARWA'TER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562 -4865 Re: FLS2007 -03012 —.300 North Osceola Avenue Dear. Mr. Bond: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On June .7, 2007, the Development Review Committee (DRC) reviewed your Flexible Standard Development application for the redevelopment of an existing attached dwelling development within the Downtown (D) District pursuant to Section 2 -902.0 of the Community Development Code and the Clearwater Downtown Redevelopment Plan. The DRC APPROVED these applications based upon the following Findings of Fact and Conclusions of Law and subject to the attached conditions of approval: Findings of Fact: 1. That the 0.63 -acre subject property is located at the northwest corner of Osceola Avenue and Jones Street; 2. That the subject property is located within the Downtown (D) District and the Central Business District (CBD) Future Land Use Plan category; 3. That the development proposal is subject to the requirements of the Clearwater Downtown Redevelopment Plan and the Design Guidelines contained therein as the subject property is located within the Old Bay character district;. 4. That the development proposal is compatible with the surrounding area and will enhance other development and redevelopment efforts; and 5. That there are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards and Criteria as per Section 2 -902 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -902.0 of the Community Development Code; and 3. That the development proposal is consistent with the General Standards for Level One and Level Two Approvals as per Section 3 -913 of the Community Development Code. Conditions of Approval: 1. That prior to the issuance of any building permits, the applicant shall obtain a right -of -way permit for the installation of the brick paver sidewalk along Jones Street; FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" i July 23, 2007 300 N. Osceola Avenue — FLS2007 -03012 Page 2 of 2 2. That prior to the issuance of any building permits, the landscape plan must be revised so that palms do not exceed 25% of the total tree requirement of the development proposal, and that one shade tree or two accent trees are provided for in each landscape island; 3. That prior to the issuance of a Certificate of Occupancy, all utilities including individual distribution lines will be installed and/or relocated underground; and 4. That the final design and colors of the building be consistent with those architectural elevations approved by Staff. I concur with the findings of the Development Review Committee and, through this letter, APPROVE your application for Flexible Standard Development with the above conditions. This approval is based upon, and must adhere to, the application date stamped received May 4, 2007, and the development plans date stamped received July 5, 2007. Pursuant to Section 4 -303 of the Community Development Code, an application for a building permit shall be made within one year of Flexible Standard Development approval (by June 7, 2008) with all required certificates of occupancy being obtained within. two years of the date of issuance of the building permit. Please be advised that time frames do not change with successive owners. An extension may be granted by the Community Development Coordinator for a period not to exceed one year and may be done only within the original period of validity. The Community Development Coordinator may approve one further extension not to exceed one year for. good cause shown and documented in writing. The coordinator must receive the request for extension within the period of validity following the first extension. The issuance of this Development Order does not relieve you of the necessity to obtain building permits or pay impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for. any permits or licenses. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562 -4539 or via e -mail at robert.tefftg]pyclearwater.com. Sincerely, . ... . ...... Michael Delk, A P Planning Director S: (Planning DepartmentlC D BTIex Standard (FLS)Vnactive or Finished CaseslOsceola Ave N300 - Belvedere Apartments (D) ApprovedDsceola Ave N 300 - Development Order 07- 23- 07.doc JUL 0 5 2007 E & L SUPPORT SERVICES INC. PLANN6N, G.96 MENT 521 Chestnut Street Clearwater FL 33756 Phone (727) 466 -6772 Fax (727) 466 -6882 email kencrete • F-, WATER FL Certificate of Authorization 7983 LETTER OF TRANSMITTAL July 5, 2007 City of Clearwater Planning & Development Services 100 South Myrtle Avenue Clearwater, Florida 33756 Attention: Mr. Robert Tefft Reference: Church of Scientology Flag Service Organization, Inc. OCEAN VIEW APARTMENTS 300 N. Osceola Avenue FLS2007 -03012 Subject: -. SUBMITTAL OF ADDITIONAL INFORMATION Dear Mr. Tefft: Thank you for the DRC comments of June 7, 2007. Included with this letter are the following: 3 Each Site /Civil Plan Sheets C1.1, C1.2, C2.1, C3.1 and L1.1 (Latest Revision June 7, 2007), 3 Each New Fire Pump Room Elevations (Architectural Sketch), 3 Each New Chiller Specifications (Catalog Cut Sheets). We've also provided the additional site /civil information requested in, the DRC. Each comment is addressed below.. Find all drawing revisions clouded and numbered. General Engineering: (Prior to Building Permit) 1. A plan note is now shown on Sheets C2.1 and C3.1 indicating that a Right of Way permit is required prior to installation of the new sidewalk along Jones Street. 2. The new dumpster enclosure has been revised and is now shown on Sheet C3.1. Standards Index #701 Sheet 1 of 3 will be included with the plans submitted to the Building Department. General Engineering: (Prior to Certificate of Occupancy) 1. Sidewalks and sidewalk ramp details and notes have been revised and shown now on Sheet C3.1, in compliance with City Contract Specs. and Standards Index #109 and including the truncated domes per FDOT Index 304 for ADA compliance. 2. A plan note is now shown indicating that 5 sets of as -built drawings, signed and sealed by Mr. Roush as engineer of record, shall be submitted prior to C.O. Public Works Department will field verify the as- builts for accuracy. ORIGIM JUL 05 2001 Ocean View Apartments PLA�lNIt��Ni DRC Re- submittal CITY OF OL WATER Page 2. Fire: (Prior to Development Order) 1. After discussions with Mr. Keller, a new and more accessible fire department connection is now shown on Sheet C3.1. At this place in the design development, the existing FDC and hose cabinets on /in the building will be removed. Land Resources: (Prior to Building Permit) 1. A plan note to apply for a tree removal permit is now shown on Sheet C2.1. Landscape: (Prior to Development Order) 1. The open space on the southeast comer of the property has been revised to include a new 4' wide paver sidewalk and shade tree. See Sheets C3.1 and L1.1. 2. After discussions, only two (2) palms are proposed, now shown on the Sheet 1-1.1. 3. The large landscape area at the southeast comer of the development has been revised to replace the sod with xeriscape planting materials. Additional sod ,is not proposed. The existing sod next to the seawall area and around the lower portions of the building shall remain. 4. After discussions, the six (6) trees proposed are 2 live oaks, 4 crepe myrtles and 2 palm trees. See Sheet 1-1.1. 5. The entire site is now shown on the landscape plan. No additional landscaping materials are proposed in the seawall area and around the lower portions of the building. 6. One crepe myrtle is in each of the three landscape islands, now shown on Sheet 1-1.1. Stormwater: (Prior to Building Permit) 1. We will provide the SWFWMD permit as soon as it is approved. 2. The pond cross sections, grading plan, SHW, underdrain and pond details will be provided with the building permit submittal packet. 3. The existing outfall pipe from the existing inlet in the courtyard (to be modified into. a control structure) goes under the building and discharges through the seawall into the bay. This becomes the proposed outfall. The other info requested will be provided. 4. The details of the control structure will be provided. Solid Waste: (Prior to Building Permit) 1. The dumpster enclosure now provides a placement/staging area for recycling carts. See Sheet C3.1. Traffic Engineering: (Prior to Certificate of Occupancy) 1. We acknowledge that the Transportation Impact Fee shall be paid if required. Ocean View Apartments .1.1 0.5 2007 DRC Re- submittal PLANNING DFARTMEN7 Page 3. CITY OF CCU gWATFl7 Planning: (Prior to Development Order) 1. The heat exchange system is composed of 5 multiple chiller modules. The chiller cut sheets are provided with this submittal. The dimensional information is provided on Sheet C3.1. The masonry enclosure surrounding the chillers and the screening is the same style as the dumpster enclosure, now shown on Sheet C3.1. 2. The surfacing material used for sidewalks are pavers. This is now shown on Sheet C3.1 and L1.1. 3. This property is owned and operated by the Church of Scientology and will house church parishioners who come to Flag to stay more than 30 days. 4. The parcel number for the common area is: 09/29/15/07940/000 /0001. 5. The walkway and handicap access have been revised to eliminate the encroachment. 6. The architectural sketch elevations for the proposed fire pump are included with this submittal. 7. The proposed construction material for the proposed five -foot walkway are pavers and is now shown on Sheet C3.1. 8. The width of the north/south drive aisle has been revised and is now 24 feet. See Sheet C3.1. Thank you for your prompt attention to this matter. E UPPORT jSERV�C 91NQ /Kenneth H. Roush, P.E. FL License No. 33366 Cc: James Bond, w/ attachments. Church of Scientology FSO. Nick Sakelariou, R.A.; w/ attachments. Prostyle Architecture, Inc. Cynthia H. Tarapani, w/ attachments. Florida Design Consultants, Inc. 9.45 am Case Number: FLS2007 -03012 -- 300 NOSCEOLA AVE 300 Owner(s): Belvedere Land Trust No 2 C/O Asay, Brian Tre Clearwater, Fl 33755 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant Church Of Scientology 503 Cleveland Street Clearwater, Fl 33755 TELEPHONE: 727 - 639 -7587, FAX: 727 -445 -7277, E -MAIL: No Email Representative: James Bond 319 S Garden Ave Clearwater, Fl 33756 TELEPHONE: 727 - 467 -5000, FAX: 727-445 -7277, E -MAIL: flblldesigners@scientology.net scientology.net Location: 0.63 -acre parcel at the northwest corner of Jones Street and Osceola Avenue Atlas Page: 277B Zoning District: D, Downtown Request: Flexible Standard Development approval for the redevelopment of an existing attached dwelling development within the Downtown (D) District pursuant to Section 2 -902.0 of the Community Development Code and the Clearwater Downtown Redevelopment Plan. Proposed Use: Attached dwellings Neighborhood Drew And Plaza Park Association(s): Clearwater, Fl 33755 908 Drew Street TELEPHONE: 443 -0737, FAX: No Fax, E -MAIL: davidgrice I aol.com Neighborhood Harbour Bluffs Waterfront Condo Association(s): Clearwater, Fl 33755 500 N Osceola Avenue #305 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Robert Tef t, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, June 7, 2007 -'Page 8 i • 1. Applicant shall obtain a Right -of -Way permit prior to installation of the brick paver sidewalk shown along Jones Street. Contact Don Melone (727) 562 -4750 in Room #220 at the Municipal Services Building. 2. The new dumpster enclosure shall be contracted in accordance with City of Clearwater Contract Specifications and Standards Index # 701, Sheet 1/3. This detail shall also be included in the plans submitted with the building permit submission. The above shall be addressed prior to building permit. Prior to issuance of a Certificate of Occupancy: 1. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domesper D.O.T. Index #304.) The "Handicap Ramp Note" on Sheet C3.1 includes the use of a tamp or roller to achieve a tactile surface, FDOT Specification 527 does not permit forming detectable warnings in wet concrete. 2. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by aprofessional engineer registered in the State of Florida, prior to any C.O. being issued. Public Works/Engineering to field inspect as -built drawings for accuracy. ACKNOWLEGED. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: Fire: No Issues. 6/1/2007 Phone conversation with Alahandra stated they will work on moving FDC (JFK) 6/1/2007 Fire Department Location is on the building, this location SHALL be moved to gain access to the Fire Department Connection. (JFK) Acknowledge PRIOR to D.O. Provide locations of Fire hydrants, FDC, Fire Punp and any other fire equipment details.PROVIDE PRIOR TO DO `Harbor Master: 1 . No issues. fAegal: I . No issues. Land Resources: I . No Issues. Landscaping: 1 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, open spaces shall be visible and inviting to the pedestrian. The open space at the southeast corer of the property is not accessible to pedestrians and is not inviting as it lacks shade and hardscape elements. 2. Pursuant to Section 3- 1202.13.1 of the Community Development Code, palms can be used to satisfy a maximum of 25% of the total tree requirements for a development proposal. As proposed, palms will equal 50% of the tree requirement. 3 . Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, proposed landscaping shall be compatible with Xeriscape techniques. Revise the plans to be consistent with these techniques (i.e. use of sod). 4. Pursuant to Section 3- 1202.E.1 of the Community Development Code, one tree is required for every 150 square feet of required greenspace; thus six trees are required. Only 3.5 trees have been proposed. 5 . Pursuant to Section 3- 1202.A.3 of the Community Development Code, the entire property is required to be brought into full compliance with the landscape standards of the Code. The landscaping for the entire property has not been depicted on the proposed landscape plan, nor is the entirty of the subject property. 6. Pursuant to Section 3- 1202.E.1 of the Community Development Code, one tree is required per landscape island. There are three landscape islands that contain no tree. Development Review Agenda - Thursday, June 7, 2007 - Page 9 Parks and Recreation: I . No issues - existing 25 apts; proposed 24 apts (no addition to building stock). Stormwater: The following shall be addressed prior to issuance of building permit. 1. Provide an approved SWFWMD permit or letter of exemption. 2. Provide pond cross sections showing all designed elevations, seasonal high water table, 4:1 slope, underdrain, etc. 3. Show on the grading plan the following data: Outfall storm system connecting from the control structure, underdrain pipe size and length, control structure's grate and invert elevations, top of bank's elevations at different location if it varies as noted, survey datum used, and invert elevations and slopes of all pipes. 4. Show detail of control structure with the designed elevations, grate inlet(s) underdrain detail, etc. Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Solid Waste: I , That dumpster enclousure(s) needs to be brought up to City specifications. Show placement/staging area for recycling carts Traffic Engineering: I . General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Planning: 1 . No details /information has been provided for the proposed a/c unit. Provide complete dimensional information as well as information/details as to how the mechanical equipment will be screened from view from adjacent rights -of -way and properties. This comment must be addressed prior to the issuance of a Development Order. 2. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, interlocking pavers, brick or similarly textured materials shall be used for parking lot surfacing /accents This comment must be addressed prior to the issuance of a Development Order. Is the development to continue to exist as a co -op, or is it proposed to be apartment rental? This comment must be addressed prior to the issuance of Development Order. 4. Provide the parcel number for the common area / land. This comment must be addressed prior to the issuance of Development Order. The new five -foot walkway and adjacent handicap accesspanel encroach into the parking lot drive aisle. Revise the walkway and access panel so that they do not encroach. This comment must be addressed prior to the issuance of a Development Order. 6. Provide architectural elevations for the proposed fire pump room. This comment must be addressed prior to the issuance of a Development Order. 7. Identify the proposed construction material for the proposed five -foot walkway. This comment must be addressed prior to the issuance of a Development Order. 8 . The north/south drive aisle is proposed with an excessive width of 26 feet. Reduce the width to 24 feet. This comment must be addressed prior to the issuance of a Development Order. Other: No Comments Notes: The DRC recommends approval of the application to the Community Development Coordinator subject to three sets of revised plans and application materials bei g submitted that address the outstanding conditions of the DRC. Resubmit by July 5, 2007. Development Review Agenda - Thursday, June 7, 2007 - Page 10 E & L SUPPORT SERVICES, INC. 521 Chestnut Street Clearwater FL 33756 Phone (727) 466 -6772 Fax (727) 466 -6882 email kencreteCa)aol.com FL Certificate of Authorization 7983 LETTER OF TRANSMITTAL Please schedule us for the June 7, 2007 DRC. Thank you. Sincerely, E & SUPPORT SERVICES, INC. Q C�iIC► Kenn th�H. Roush, Fl-License No. 333 Cc: James Bond, w/ attachments Nick Sakelariou, w/ attachments May 4, 2007 City of Clearwater LU 3 Planning & Development Services 100 South Myrtle Avenue Clearwater, Florida 33756 c 00 C>' z® Attention: Mr. Robert Tefft Reference: Church of Scientology Flag Service Organization, Inc. OCEAN VIEW APARTMENTS 300 N. Osceola Avenue FLS2007 -03012 Subject: DRC Submittal Information Dear Mr. Tefft: Enclosed with this letter are the following: 15 Each Flexible Standard Development Application (1 Original + 14 Copies), 3 Each Drainage Calculations, 3 Each Tree Inventory, 15 Each Reduced Size Site/Civil Plan (1 Color + 14 Copies 8 -1/2" x 11 15 Each Reduced Landscape Plan 1 Color + 14 Copies 8-1/2" x 11"), 15 Each Fire Flow Calculations Worksheets, 15 Each East & South Building Elevations Rendering (15 Color 8 -1/2" x 11 "), 15 Each Existing Elevations (18 "x24 "), 15 Each Proposed Elevations (18 "x24" 15 Each Proposed Floor Plans (18 "x24 "), 15 Sets Site /Civil Plans Sheets C1.1, C2.1 & C3.1 (Issued 05104107), 15 Each Landscape Plan (Issued 05/04/07). Please schedule us for the June 7, 2007 DRC. Thank you. Sincerely, E & SUPPORT SERVICES, INC. Q C�iIC► Kenn th�H. Roush, Fl-License No. 333 Cc: James Bond, w/ attachments Nick Sakelariou, w/ attachments 11.15 am Case Number: FLS2007 -03012 -- 300 N OSCEOLA AVE 300 Owner(s): Belvedere Land Trust No 2 C/O Asay, Brian Tre Clearwater, F133755 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant Church Of Scientology 503 Cleveland Street Clearwater, Fl 33755 TELEPHONE: 727 - 639 -7587, FAX: No Fax, E -MAIL: No Email Representative: James Bond 319 S Garden Ave Clearwater, F133756 TELEPHONE: 727 - 467 -5000, FAX: 727 - 445 -7277, E -MAIL: flblldesigners @scientology.net Location: 0.63 -acre parcel at the northwest corner of Jones Street and Osceola Avenue Atlas Page: 277B Zoning District: D, Downtown Request: Flexible Standard Development approval for the redevelopment of an existing attached dwelling development within the Downtown (D) District pursuant to Section 2 -902.0 of the Community Development Code and the Clearwater Downtown Redevelopment Plan. Proposed Use: Attached dwellings Neighborhood Drew And Plaza Park Association(s): Clearwater, Fl 33755 The DRC reviewed this application with the following comments: General Engineering: I . Prior to issuance of a Certificate of Occupancy: 1. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304.) 2. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional engineer registered in the State of Florida, prior to any C.O. being issued. Public Works /Engineering to field inspect as -built drawings for accuracy. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: I . No Issues. Fire: I , Provide fire flow calculation form as required to be filled out by a Fire Protection Engineer. The calcs for hydrant flow are insufficient for this. PROVIDE PRIOR TO DRC APPROVAL 2. Provide locations of Fire hydrants, FDC, Fire Punp and any other fire equipment details.PROVIDE PRIOR TO DO Harbor Master: 1 . No issues. Development Review Agenda - Thursday, April 5, 2007 - Page 22 908 Drew Street TELEPHONE: 443 -0737, FAX: No Fax, E -MAIL: davidgricelaol.com Neighborhood Harbour Bluffs Waterfront Condo Association(s): Clearwater, Fl 33755 500 N Osceola Avenue #305 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: I . Prior to issuance of a Certificate of Occupancy: 1. Sidewalks and sidewalk ramps adjacent to or a part of the project shall be designed and constructed consistent with City of Clearwater Contract Specifications and Standards Index #109, including the A.D.A. (Truncated domes per D.O.T. Index #304.) 2. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional engineer registered in the State of Florida, prior to any C.O. being issued. Public Works /Engineering to field inspect as -built drawings for accuracy. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: I . No Issues. Fire: I , Provide fire flow calculation form as required to be filled out by a Fire Protection Engineer. The calcs for hydrant flow are insufficient for this. PROVIDE PRIOR TO DRC APPROVAL 2. Provide locations of Fire hydrants, FDC, Fire Punp and any other fire equipment details.PROVIDE PRIOR TO DO Harbor Master: 1 . No issues. Development Review Agenda - Thursday, April 5, 2007 - Page 22 Legal: No issues. Land Resources: 1 . No Issues. Landscaping: I . There are no comments at this time; however comments may be generated based upon the submittal of revised plans addressing Planning comments. Parks and Recreation: No issues - existing 25 apts; proposed 24 apts (no addition to building stock). Stormwater: I . No Issues. Solid Waste: No Comments Traffic Engineering: I . 1. Provide required number of disabled parking spaces compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11- 4.1.2.. Applicant will need to provide two h/c spaces. (Community Development Code Section 3 -1409 A.) 2. Provide handicap parking stall and sign details compliant with City standards. (Part C Section 100, Index No. 118) 3. Show dimensions of all parking stalls and drive aisles. (Community Development Code Section 3 -1402 A.) 4. Parking spaces that are oriented where users are backing out into a public right- of- way are not allowed. (Community Development Code Section 3 -1402 C.) Planning: The above to be addressed prior to a Development Order (D.O.). General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, April 5, 2007 - Page 23 Other: No Comments Notes: The application cannot be approved as submitted based upon the above comments. Submit 15 sets of revised plans and application materials on or prior to NOON, MAY 4, 2007 in order to be scheduled for the DRC meeting of June 7, 2007. Development Review Agenda - Thursday, April 5, 2007 - Page 24 0 0 Pursuant to Section 2- 902.C.4 of the Community Development Code, indicate how the development proposal is in compliance with the Clearwater Downtown Redevelopment Plan. �O C7 Pursuant to Section 3 -911 of the Community Development Code, all utilities, including individual distribution lines, shall be installed underground. Provide a notation to this effect on the site plan. Pursuant to Section 3- 1401.B.3.a of the Community Development Code, if an existing use is improved or remodeled in a value of 25% or more of the valuation of the existing principle structure, the existing parking lot shall be brought into full compliance. According to the Pinellas County Property Appraiser, the value of the structure is approximately $6.2 million and per the application, the project valuation is $3.5 million or roughly 56% of the value of the existing structure. Therefore, the property must be brought into full compliance with the Code. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, building shall have a distinct base, middle and cap. While the proposed improvements are a substantial upgrade to the building, the elevations do not establish the required clearly defined base, middle and cap. 0 .. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, interlocking pavers, brick or similarly textured materials shall be used for parking lot surfacing/accents. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, vehicular access shall occur from secondary street frontage. With the redesign of the parking area, access should be taken from Jones Street. Pursuant to the Design Guidelines of the Clearwater Downtown Redevelopment Plan, where parking lots are adjacent to rights -of -way they shall be screened with either a landscape buffer or a solid wall three feet (3') in height. Clarify what is proposed for the concrete sidewalk along the east side of the proposed lobby addition. No details /information has been provided for the proposed new a/c unit. Provide complete dimensional information as well as information/details as to how the mechanical equipment will be screened from view from adjacent rights -of -way and properties. 0 d 0 Provide the parcel number for the common area / land. Provide floor plans. 2 . Is the development to continue to exist as a co -op, or is it proposed to be apartment rental? 13� Please be advised that redevelopment in excess of 50% of the value of the building will necessitate the buildings' full compliance with FEMA requirements. AA-' Improvements were discussed previously at the southeast corner of the existing building; however no improvements at this location are included with the proposal. Clarify. The plans depict an existing gate within an existing wall that will swing into the proposed a/c unit - modify the plans as necessary the correct this. Clarify what is proposed on the building elevations from what is existing. Other: No Comments Notes: The application cannot be approved as submitted based upon the above comments. Submit 15 sets of revised plans and application materials on or prior to NOON, MAY 4, 2007 in order to be scheduled for the DRC meeting of June 7, 2007. Development Review Agenda - Thursday, April 5, 2007 - Page 24 dtsu *�.ro J' q f r� PLANNING DEPARTMENT March 13, 2007 Mr. James Bond 319 South Garden Avenue Clearwater, Florida 33756 CITY OF CLEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562 -4865 Re: FLS2007 -03012 — 300 North Osceola Avenue — Letter of Completeness Dear Mr. Bond: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLS2007- 03012. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on Thursday, April 5, 2007, in the Planning Department Conference Room (Room 216), which is located on the second floor of the Municipal Services Building at 100 South Myrtle Avenue. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E- Mail: robes -t.tcf t(rbinvclecirwczter.co7n FRANK HIBBARD, MAYOR JOHN Dow;, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" CITY OF CLEARWATER LL PLANNING DEPARTMENT ° } learwater 100 SOUTH MYRTLE AVENUE '- CLEARWATER, FLORIDA 33756 U TEL: (727) 562 -4567 FAX: (727) 562 -4865 Date: To: From: Re: Comments: FACSIMILE COVER SHEET March 13, 2007 James Bond, (727) 445 -7277 Robert G. Tefft, Planner III 300 N. Osceola Avenue (Belvedere Apartments) Number of Pages Including Cover Sheet: 2 ** Please confirm receipt via e-mail at: robert.te t(a wdearwater.com ** ** Visit the Planning Department online at www.rnyclearwater.com ** 0 0 E & L SUPPORT SERVICES, INC. 521 Chestnut Street Clearwater FL 33756 Phone 7271466 -6772 Fax 727/466 -6882 email kencrete(cDaol.com FL Certificate of Authorization Number 7983 March 13, 2007 Mr. Robert Tefft City of Clearwater Planning & Development Services 100 South Myrtle Avenue Clearwater FL 33756 Reference: Church of Scientology Flag Service Organizaton, Inc. OCEAN VIEW APARTMENTS 300 N. Osceola Avenue FLS2007 -03012 Subject: Response to Letter of Incompleteness Dear Mr. Tefft: Thank you for your letter on March 2, 2007. Enclosed with this letter are the following: 15 Each Revised Flexible Standard Development Application Pages 1 and 4 15 Each Parcel ID Numbers 15 Each Fire Flow Test 15 Each Affidavit of Ownership and Legal Description 15 Each Civil /Site Plan (Sheet C1.1 Latest Revision 03/02/07) The responses to your comments are as follows: 1. The parcel identification number for each apartment is listed and attached now to the application. 2. An affidavit of ownership by Belvedere Apartments of Clearwater, Inc., plus the legal description, is enclosed. 3. The ownership affidavit authorizes Mr. Mansell to act on behalf of the corporation. 4. The description of request has been revised and now indicates the work that is being proposed as exterior building renovation and lobby addition. "No site and landscape improvements are proposed with this application" was removed. 5. The existing and proposed lot area is now shown correctly as 27,478 s.f. See the revised application and revised Sheet C1.1. 6. The existing and proposed building coverage in the site data table is now shown correctly as 17.6% and 22.9 %. See revised Sheet C1.1 Thank you for your attention to this matter. -.1, SUPPORT / Kenneth H. Roush, P.E.' KR:az ORIGINAL RECEIVED mAR 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER m 21�& d� PLANNING DEPARTMENT March 2; 2007 Mr. James Bond 319 South Garden Avenue Clearwater, Florida 33756 • • I'TY OF C LEARWAT'ER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562 -4865 Re: FLS2007 -03012 — 300 N. Osceola Avenue (Belvedere Apartments) — Letter of Incompleteness Dear Mr. Bond: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLS2007- 03012. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: The application denotes one parcel number; however the building is comprised of what were several individually owned, and therefore individually numbered, parcels. Provide all parcel numbers associated with the development proposal. 2. As of February 25, 2007, the parcels. (parcel numbers) comprising the subject property were under the ownership of either Belvedere Land Trust, Belvedere Land Trust No. 2, Belvedere Land Trust No. 3, . DLK Property Trust, or Allison Whitney Robinson. However, both the application and the accompanying Affadavit to Authorize Agent indicate Belvedere Apartments of Clearwater, Inc. as the property owner. Clarify the ownership of the property.. The Affadavit to Authorize Agent accompanying the application is signed. by Pete Mansell (Secretary). Provide documentation from the individual(s) and/or corporation(s) owning the subject property authorizing Mr. Mansell to act on his/her /their /its behalf. 4. The description of request provided on the application indicates that "no site and landscape improvements are proposed with this application "; however the development proposal includes site improvements. Provide a revised application with a corrected description of request. 5. The site data table included on the site plan denotes an existing lot area of 27,571 sq ft (0.63 acres) and a proposed lot area of 29,027 sq ft (0.67 acres). Clarify of the property is becoming larger. 6. The site data table included on the site plan denotes an existing building coverage of 17.6% and a proposed building coverage of 16.7 %. Clarify how the proposed building addition will accomplish this. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" 300 N. Osceola Avenue (Belvedere *tments) Letter of Incompletness • March 2, 2007 Pursuant to Section 4 -202 of the Community Development Code, if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff and no further development review action shall be taken until those specified deficiencies are corrected and the application is deemed complete. Please resubmit revised plans and application materials as per the above comments no later than Noon, Tuesday, March 13, 2007. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert. tef t@mycleanvater. corn 0 E & L SUPPORT SERVICES, INC. 521 Chestnut Street Clearwater FL 33756 Phone 727/466 -6772 Fax 727/466 -6882 email kencrete @aol.com FL Certificate of Authorization Number 7983 March 2, 2007 City of Clearwater Planning & Development Services 100 South Myrtle Avenue Clearwater FL 33756 Reference: Church Of Scientology Flag Service Organizaton, Inc. OCEAN VIEW APARTMENTS 300 N. Osceola Avenue Sec/Twp /Rge: 16/29S/1 5E Subject: DRC Submittal Gentlemen: Enclosed with this letter are the following: 15 Each Flexible Standard Development Application (1 Original +14 15 Each Ownership Document 15 Each Survey (1 Original +14Copies) 2 Each Tree Inventory Survey 15 Each Fire Flow Test 15 Each Civil/Site Plan (Sheet C1.1) 15 Each Building Elevations 15 Each Building Elevations (81/2x11) 1 Each $475 Check Thank you for your attention to this matter. Sincerely, E & L SUPPORT SERVICES, INC. Alejandra Zamora, E. I. AZ: To file Copies) LU LU F- LULU u1 c d� LU CQ LL Z0 C0 CITY OF CLEARWATER t a PLANNING DEPARTMENT '9KgTEft� �', PosT OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 QJ RiNEV 6DVOES O 02 1M $ 00 -308 0004229492 MAR 19 2007 MAILED FROM ZIP CODE 33602 ® SETTLE, BRUCE J SETTLE, ELIZABETH J 500 N OSCEOLA AVE # 704 CLEARWATER FL 33755 - 3941 NXX3:E DZ7 1 00 04J07J0Y RETURN TO SENDER ATTEMPTED - NOT KNOWN UNABLE TO FORWARD MC: S37SO47484e x0.574- 0 7225 -07 -14 °E 'a CITY OF CLEARWATER PLANNING DEPARTMENT POST ONCE Box 4748 CLEARWATER, FLORIDA 337558 -4748 RECEt1/ED APR 0 4 2007 PLANNING DEPARTMENT CITYOFCLEARWATER c=f%' DOBIN, BART DOBIN, EMMA 300 N OSCEOLA AVE # 6 D CLEARWATER FL 33755 - 3919 Psi N" 60"'.S oU 02 1M a 00.3 08 wN _ 0004229492 MAR 1 9 2007 au MAILED FROM ZIPGODE 33602 X 337 NO -i• 206 T 00 04/ 03/ p7 FORWARD TIME EXP RTN TO SEND DO®1N 1913 ALTON DR CLEARWATER FL 33763 -2207 RETURN TO SENDER % CITY OF CLEARWATER o: PLANNING DEIMIENf '9�9TERF,' POST ONCE Box 4748 CLEARWATER, FLORIDA 33758-4748 DOBIN, BART DOBIN, EMMA 300 N OSCEOLA AVE # 6 C CLEARWATER FL 33755 - 3919 .X 337 NO 1 206 C 07 03/29/07 FORWARD T$ME EXP RTN TO SEND FORWARD 1913 ALTON DR CLEARWATER FL 33763 -2207 RETURN TO SENDER 0V 0 02 1M ®.3®$ wC 0004229492 MAR 19 2007 au. : MAILED FROM ZIP CODE 33602 DOBIN, BART DOBIN, EMMA 300 N OSCEOLA AVE # 6 C CLEARWATER FL 33755 - 3919 .X 337 NO 1 206 C 07 03/29/07 FORWARD T$ME EXP RTN TO SEND FORWARD 1913 ALTON DR CLEARWATER FL 33763 -2207 RETURN TO SENDER CITY OF CLEARWATER Q PLnlvMG DEBUMdENT `9�gTEf;Eo�' POST OFFICE BOX 4748 CLEARWATER, FLORIDA 337584748 KEYSTONE INVESTMENTS 300 N OSCEOLA AVE # 6 B CLEARWATER FL 33755 - 3917 +.+, -.-_- _;mss.- � -''��^ _�•+��`d.i�. 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POST OFFICE Box 4748 CLEARWATER, FLORIDA 337558 -4748 REGEMM MAR 3 o 2007 �y wy W J 0U O� w NQ* fLL BETES, GONZALO 300 N OSCEOLA AVE # 2 -B CLEARWATER FL 33755 - 3916 � o 0 ©A7NEY Bowes{, 02 1M $ 00.30$ 0004229492 MAR19 2007 MAILED FROM ZIP CODE 33602 PLWIINGDEPARMEM NIXIE 337 1 07 03/29/07 CRY OFCLEARWAiER RETURN TO SENDER ATTEMPTED - NOT KNOWN UNABLE TO FORWARD _.BC: 33758474848 *2474- 05324 -29 -19 11$ 111„ II1I111I1I1I111liIII „II1„I�I��U „I��i„II��I�i,l��l CITY OF CLEARWATER �a• PLANNIN G DEPARTMENT 9�gTER;�, POST ONCE Box 4748 CLEARWATER, FLORIDA 337584748 RECEIVE® MAR 3 0 2007 pM MNG DEPARTMENT OW OF CLEARWATER 40.. �P, PN ti o Q j � ®v�rnEV uovvFs 00 00.30$ Nt-- 02 1M UJ 0004229492 MAR19 2007 IL,L MAILED FROM ZIPCODE 33602 KEYSTONE INVESTMENTS 300 N OSCEOLA AVE # 6 B CLEARWATER FL 33755 - 3917 NIXIE 337 1 RETURN TO ATTEMPTED - UNABLE TO BC: 33759474840 4�Ia 00 03129/07 SENDER NOT KNOWN FORWARD *2474- 05322 -29 -19 CITY OF CLEARWATER o• PLANNING DEMRTMENT Q• ygTERE�,,, Posr OmcE Box 4748 CLEARWATER, FLORIDA 33758-4748 RECEIVED MAR 3 0 2007 PLANNING DEPARTMENT CIIYOFCLEARWATER L SCHNEIDERGRUBER, MANUELA CHESTERWELL 1NV LTD 300 N OSCEOLA AVE 4 5 C CLEARWATER FL 33755 - 3917 0� 0 02 1M 4 0.30$ Luu� .. 0004229492 MAR 19 2007 asp MAILED FROM ZIPCODE 33602 NXXXE 337 i RETURN TO ATTEMPTED - UNABLE TO BC: 337.58474848 11111ild III 111I1I11111111111111 00 03/29107 SENDER NOT KNOWN FORWARD *2474- 05320 -29 -19 111,1 „II1,1111,JI11L111111 CITY OF CLEARWATER PLANNING DEPARIMENr •'�grEgE ' POST OITICE Box 4748 CLEARWATER, FLORIDA 33758-4748 0 p L�GC�OdL� MAR 2 8 2001 D IELOPMENT SERVICES DEPT CITY OF CLEARWATER GPs p% J; U ROWE5 0V MI.- 02 1M 00-30$ UJ40 0004229492 MAR 19 2007 = MAILED FROM ZIPCODE 33602 GAWAN, SHEILA PO BOX 10550 GLENDALE CA 91209 - 3550 3375904749 NIXIE 913 1 RETURN TO ATTEMPTED - UNADIoE: TO BC: 30)7-5047))4))840 ))�JJ 11 )111111.111111�11111111'1 Ili) N 3O OZ124/07 SENDER NOT KNOWN FORWARD *0001-01220-19-44 r �+ zu,0 O.0 S 2 H MEfER217449 *� 0 • CITY OF CLEARWATER ,Q PLALNNI aG DEPAMaNT Posr OmcE Box 4748 CLEARWATER, FLORIDA 33758-4748 MAR 2 8 2007 DEVELOPMENT SERVIC89 DEPT CITY OF CLEARWATER OIL o" 02 IM $ 00.308 wW 0004229492 MAR 19 2007 aE MAILED FROM ZIPOODE 33602 CARMEL, MORDEHAY 4220 MESA VISTA DR LA CANADA CA 00030 - - - NXXIE 913 1 RETURN TO NOT DEL.ZVERAEL.E UNf1eLE TO RG: 337SO474049 Oq q:3l�3 /fl/ SENDER AS ADDRESSED FORWARD )))1)l),11►)1),1))11)II ) i)1))1 0 CITY OF CLEARWATER PLANMG DEMRMNT Pose OmcE Box 4748 it. „ CLEARWATER, FLORIDA 33'7584748 CARTER, ROBERT E CARTER, JUDITH M 5521 EL ENCANTO DR SANTA ROSA CA 95409 - 4308 C.' -I A K. ". w X 941 NO 1 A05 I OO 03/23!(77 FORWARD TIME EXP RTN TO SEND CARTER 500 N OSCEOLA AVE APT 309 CLEARWATER FL 337SS -3936 RETURN TO SENDER I I I I I I I � I l l l l l l 1 1 1 , 1 11 „ I It It III [III I I I I IIIII III 1 11111 all 1111 N m PON 4 L Q ' ® PITNEY BOWES o $ 00.30$ 02 1M ui< 0004229492 MAR 1 9 2007 au MAILED FROM ZIPCODE 33602 CARTER, ROBERT E CARTER, JUDITH M 5521 EL ENCANTO DR SANTA ROSA CA 95409 - 4308 C.' -I A K. ". w X 941 NO 1 A05 I OO 03/23!(77 FORWARD TIME EXP RTN TO SEND CARTER 500 N OSCEOLA AVE APT 309 CLEARWATER FL 337SS -3936 RETURN TO SENDER I I I I I I I � I l l l l l l 1 1 1 , 1 11 „ I It It III [III I I I I IIIII III 1 11111 all 1111 N m '•`ail: CITY OF CLEARWATER o: PLANNING DEPARTMENT e. TEitE', POST ONCE Box 4748 CLEARWATER, FLORIDA 33758-4748 0 PNgPes FJ/ ® *4yNEV BOWES wco 000 229492 MAR 26 2007 n MAILED FROM ZIP CODE 33602 ECKSTEIN, *DO KROSCHSTR 38fTRpQ� RODINGEN 52445 00004- GERMANY p C CbLOdT MAR 2 a 2007 DEVELOPMENT SERVIC -S DEPT C,'Ty OF CLEARWATER o - 8 )7 Q CITY OF CLEARWATER �• PLANNING DEPARTMENT Posr OFFIcE Box 4748 CLEARWATER, FLORIDA 337584748 F DEVEL�MAR 2 t 2007 OPMEN7 SERVICES DEPT CIT`! OF CLEARWAT.ER uJ �. Q 7 ©wrNCV aovvF's o' 02 1M $ CO-308 W� 0004229492 MAR19 2007 dLL MAILED FROM ZIP CODE 33602 ECCLES, CHET R III ECCLES, INGRID L PO BOX 490 APPLEGATE CA 95703 - 0490 X 337 NO 1.905 Z 00 03/20/07 FORWARD TIME EXP RTN TO SEND ECCLES PO BOX e730 TRUCKEE CA 96162 -0730 RETURN TO SENDER CITY OF CLEARWATER e: PLAOMG DE LENT POST ONCE Box 4748 •,TER CLEARWATER, FLORIDA 33758-4748 RDEVELOPMENT MAR 1 1 ��%7 .� SERVICES DEPT TY OF CLEARWATER Q • © pT E ©� ou $ 03.3�g ww ' 000 229492 MAR 19 2007 CLyi MAILED FROMZIPCODE 33602 ORTSCHEID, ROBERT A ORTSCHEID, JUDITH A 1092 ANDREWS ST TUSTIN CA 92780 - 4659 X 337 'NO 1 306 I 00 03/20107 FORWARD TIME EXP RTN TO SEND ORTSCHEID 15.5 N SINGINGWOOD ST UNIT 17 ORANGE CA 92069 -5712 RETURN TO SENDER A zlv -56,) ao4i; ItIIIMIIIIII, 1I III III] III IIIIIIIIIII ►IIIIIh111111,l111,1„1 fl CITY OF CLEARWATER PLANNING DEPARTMENT Qi = •,gTEFIE�, Posr OFFIcE Box 4748 CLEARWATER, FLORIDA 33758-4748 • r MAR 07CES EPT DEVELOPMENT SERVI WATER DAVIS, EDWARD A DAVIS, PEGGY J 1206 HONAN DR SOUTH BEND IN 46614 - 2172 s PQ% N � J-C====7 FUNEY BOVVeS 00.3d$ uuJ(* sna 000 229492 MAR 19 2007 au MA ILED FROM ZIPCODE 33602 X 337 NO i AOS I 00 00/20107 FORWARD TIME EXPO DAVIS SOO N OSCEOLA AVE CLEARWATER FL 337 RETURN TO ,:: :i =:tF', r•��r•4�a�. 1..11. „11,1�,�1,I�1,1�,1 „1„ RTN TO SEND APT .506 5s -393e SENDER CITY OF CLEARWATER = a PLANNING DEPARTMENT .99grEiE� POST OFFICE Box 4748 CLEARWATER, FLORIDA 337584748 � MAR 21 2uu1 0 tu '' • �c --moo a• © PITMEV Bovo" 0U ®.3$ w� �. 02 1M iD nnN 0004229492 MAR19 2007 U. MAILED FROM ZIPCODE 33602 GEORGIA STREET PROPERTIES LLC 714 N FORT HARRISON AVE CLEARWATER FL 33755 - 3822 X 307 NO 1 306 100 03j20!07 FORWARD TIME EXP RTN TO SEND :GEORGIA STREET PROPERTIES LLO 30S N FORT HARRISON AVE CLEARWATER FL 33755 -3523 RETURN TO SENDER • "?i: % CITY OF CLEARWATER �• PL0MG DEFAow Tr Q• g7ER �° Posr OmcE Box 4748 CLEARWATER, FLORIDA 33758-4748 o r��aa� MAR 2 1 2007 DEVELOPMENT SERVICES DEPT C!TY OF CLEARWATER • Q A Ar �i'°S3© N t Q ? D PITNCY BOWES 02 1M $ 00.308 wN 0004229492 MAR 3 9 2007 a5 MAILED FROM ZIPCODE 33602 GEORGIA STREET PROPERTIES LLC 714 N FORT HARRISON.AVE CLEARWATER FL 33755 - 3822 X 337 NO 1 306 1 00 03/20/07 FORWARD TIME EXP RTN TO SEND :GEORGIA STREET PROPERTIES LLC 30.5 N FORT HARRISON AVE CLEARWATER FL 33755 -3923 RETURN TO SENDER s a�: '�Li��► a 1) 11Id III] „1111111I„II1i��ll��i;i,l��l h 0 MAR 2 3 2007 PLANNING DEPARTMENT - CRY OF CLEARWATER . NIXIE 337 1 RETURN TO ATTEMPTED - UNABLE TO SC: 33758474848 1 „ll,,,ll,l,,,I,I,I,I „I ►.l „II 00 03122107 SENDER NOT KNOWN FORWARD X474- 03413 -22 -15 13,1,1 „II„1„1„il„I,I,I „I CITY OF CLEARWATER ospQr ,Q PLANNING DEPARTMENT {� f �• K;....... ice' Pon OFFICE Box 4748 Q o-�- J f -- � $owFs j CLEARWATER, FLORIDA 33758 -4748 0 @wirn�+e�,v 02 1M .P �lY ®.308 0004229492 MAR 19 2007 5: aLL MAILED FROM ZIPGODE 33602 302 -308 N OSCEOLA PROPERTIES L 714 N FT HARRISON AVE RECEIVED CLEARWATER FL 33755 - 3822 0 MAR 2 3 2007 PLANNING DEPARTMENT - CRY OF CLEARWATER . NIXIE 337 1 RETURN TO ATTEMPTED - UNABLE TO SC: 33758474848 1 „ll,,,ll,l,,,I,I,I,I „I ►.l „II 00 03122107 SENDER NOT KNOWN FORWARD X474- 03413 -22 -15 13,1,1 „II„1„1„il„I,I,I „I CITY OF CLEARWATER ` _ �• PLQMG D.om WENT Q; POST OITICE Box 4748 CLEARWATER, FLORIDA 337584748 RECEIVED MAR 2 3 2007 PIANNNG DEPAR Off COVOP CLFARWANR 0 I E � PO T O J j®wyrNEr aovvEs 0 V O 02 1M fl0.308 we 0004229492 MAR 1 9 2007 r MAILED FROM ZIPCODE 33602 302 -308 N OSCEOLA PROPERTIES L 714 N FT HARRISON AVE CLEARWATER FL 33755 - 3822 NIXIE 337 1 RETURN TO ATTEMPTED - UNABLE TO BC: 33750474848 00 03/22/07 SENDER NOT KNOWN FORWARD *2474- 03411 -22 -15 PLANNING DEPARTMENT March 14, 2007. CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562 -4865 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 300 NORTH OSCEOLA AVENUE (FLS2007- 03012) To Surrounding Property Owners: As a property owner within 500 feet of 300. North Osceola Avenue,. the City of Clearwater Planning Department gives notice that an application has been submitted for Flexible. Standard Development approval for the redevelopment of an existing attached dwelling development within the Downtown (D) District pursuant to Section 2 -902.0 of the Community. Development Code and the Clearwater Downtown Redevelopment Plan. On April 5, 2007, the Development Review. Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determination, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make 'a decision on the application will be April 5, 2007. The City encourages you to participate. in the review of this application. You may contact me at (727) 562 -4539 or via email at robert. teff��.rlayclear -ia,ater.,cona for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case, which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on April 5, 2007.. Sincerely, Robert G. Tefft, Planner III Tel:. (727) 562 -4539 Fax: (727) 562 -4865 E- Mail: robert .tefft(&mlclear-Ivater.com. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER ® CAREEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" SALVATION ARMY PO BOX 8070 CLEARWATER FL 33758 - 8070 302 -308 N OSCEOLA PROPERTIES L 714 N FT HARRISON AVE CLEARWATER FL 33755 - 3822 BELVEDERE APTS OF CLW INC 300 N OSCEOLA AVE CLEARWATER FL 33755 - 3946 BELVEDERE LAND TRUST 519 CLEVELAND ST # 103 CLEARWATER FL 33755 - 4009 HEINEY, MICHAEL 411 CLEVELAND ST # 133 CLEARWATER FL 33755 - 4004 RITCHIE, THOMAS 99 -1115A AIEA HEIGHTS AVE AIEA HI 96701 - COATES, THOMAS COATES, MARLENE 300 N OSCEOLA AVE # 4B CLEARWATER FL 33755 - 3918 KEYSTONE INVESTMENTS 300 N OSCEOLA AVE # 6 B CLEARWATER FL 33755 - 3917 KEYSTONE INVESTMENTS 300 N OSCEOLA AVE # 6 B CLEARWATER FL 33755 - 3917 *Clearwater Neighborhood Coalition Joe Evich PO Box 8204 Clearwater, fl 33758 CHURCH OF SCIENTOLOGY FLAG SVC 503 CLEVELAND ST CLEARWATER FL 33755 - 4007 SHALLIMAR REALTY INV INC 300 N OSCEOLA AVE # 1 B CLEARWATER FL 33755 - 3916 BETES, GONZALO 300 N OSCEOLA AVE # 2 -B CLEARWATER FL 33755 - 3916 GAIMAN, SHEILA PO BOX 10550 GLENDALE CA 91209 - 3550 BELVEDERE LAND TRUST NO 2 503 CLEVELAND ST CLEARWATER FL 33755 - 4007 BELVEDERE LAND TRUST NO 2 503 CLEVELAND ST CLEARWATER FL 33755 - 4007 ZIMMER, MICHAEL S C/O J W ROBINSON PO BOX 2692 CLEARWATER FL 33757 - 2692 ECHEVERRIA, MILDRED 300 N OSCEOLA AVE # 6 -A CLEARWATER FL 33755 - 3917 GEORGIA STREET PROPERTIES LLC 714 N FORT HARRISON AVE CLEARWATER FL 33755 - 3822 GANGELHOFF, DAVID J 405 N FORT HARRISON AVE CLEARWATER FL 33755 - 3904 OLT, PETER 300 N OSCEOLA AVE # 1 C CLEARWATER FL 33755 - 3917 HELLER, HUBERT A 300 N OSCEOLA AVE # 2 C CLEARWATER FL 33755 - 3916 D L K PROPERTY TRUST 413 CLEVELAND ST CLEARWATER FL 33755 - 4004 SOUKHAREV, ANDREI SOUKHAREV, SILVIA 300 N OSCEOLA AVE # 4 A CLEARWATER FL 33755 - 3918 MINKOFF HOLDINGS LTD 403 - EDGEWOOD AVE CLEARWATER FL 33755 - 5706 SCHNEIDERGRUBER, MANUELA CHESTERWELL INV LTD 300 N OSCEOLA AVE # 5 C CLEARWATER FL 33755 - 3917 PEENS, LOUIS 300 N OSCEOLA AVE # 6B CLEARWATER FL 33755 - 3917 DOBIN, BART DOBIN, BART ZIMMER, MICHAEL S DOBIN, EMMA DOBIN, EMMA ZIMMER, C MARGENE 300 N OSCEOLA AVE # 6 C 300 N OSCEOLA AVE # 6 D 655 PARK CIR CLEARWATER FL 33755 - 3919 CLEARWATER FL 33755 - 3919 ELM GROVE W1 53122 - 2556 ZIMMER, MICHAEL S ZIMMER, CHERYL M 555 PARK CIR ELM GROVE WI 53122 - 2553 GEORGIA STREET PROPERTIES LLC 714 N FORT HARRISON AVE CLEARWATER FL 33755 - 3822 HENRY, PATRICK D 321 N FORT HARRISON AVE CLEARWATER FL 33755 3910 MADERO, ESPERANZA 500 N OSCEOLA AVE # 102 CLEARWATER FL 33755 - 3931 STRIJEWSKI, HERMANN 500 N OSCEOLA AVE # 105 CLEARWATER FL 33755 - 3931 GRAVES, ROBERT M 244 HARTNELL PL SACRAMENTO CA 95825 - 6612 STAHL, TATJANA AMEISENBERGSTR 41 D -70188 STUTTGART 00004 - GERMANY TUBBESING, HORST GERLACH- TUBBESING; K 500 N OSCEOLA AVE # 204 CLEARWATER FL 33755 - 3934 ROCKL, RAYMOND G ROCKL, HILARIE J 2020 E KENT AVE # 411 VANCOUVER BC V5P 4X1 00030- MORSHEAD, JOHN W C C BOX 99 -071 JOHANNESBURG 2000 00000 - SOUTH AFRICA • BELVEDERE LAND TRUST NO 2• 503 CLEVELAND ST CLEARWATER FL 33755 - 4007 GEORGIA STREET PROPERTIES LLC 714 N FORT HARRISON AVE CLEARWATER FL 33755 - 3822 HENRY, PATRICK D 321 N FORT HARRISON AVE CLEARWATER FL 33755 - 3910 FARHAT, MARY K THE 500 N OSCEOLA AVE # 103 CLEARWATER FL 33755 - 3931 BARTON, DONNA L D'AREZZO, JAMES D 465 1 ST ST W STE # 300 SONOMA CA 95476 - 6600 WEIR, TIMOTHY J 7328 SPARHAWK RD WAKE FOREST NC 27587 - 5493 KENNEDY, WALTRAUT M 736 ISLAND WAY # 202 CLEARWATER FL 33767 - 1817 RYBACK, DANIEL RYBACK, DORIS A 500 N OSCEOLA AVE # 205 CLEARWATER FL 33755 - 3934 FISCHLER, IDO FISCHLER, DAPHNA 500 N OSCEOLA AVE # 208 CLEARWATER FL 33755 - 3935 SONDERMANN, WILFRIED & HELGARD 52 ACACIA ST CLEARWATER FL 33767 - 1405 SALVATION ARMY PO BOX 8070 CLEARWATER FL.33758 - 8070 GANGELHOFF, DAVID J 405 N FORT HARRISON AVE CLEARWATER FL 33755 - 3904 HARBOR BLUFFS WATERFRONT CONDO 500 N OSCEOLA AVE CLEARWATER FL 33755 - 3947 ORTSCHEID, ROBERT A ORTSCHEID, JUDITH A 1092 ANDREWS ST TUSTIN CA 92780 - 4659 DORSETT, KENDALL L DORSETT, ELLEN 500 N OSCEOLA AVE # 107 CLEARWATER FL 33755-3931 AITKEN, DEBORA K AITKEN, DAVID N' 2814 AUTUMN LAKE DR KATY TX 77450 - 5700 NIERENGARTEN, WARREN B NIERENGARTEN, JANICE 500 N OSCEOLA AVE # 203 CLEARWATER FL 33755 - 3934 ANDRUS, D THE HARBOR BLUFFS WATERFRONT 206TR PO BOX 775 CLEARWATER FL 33757 - 0775 HALEVY, BINIAMIN HALEVY, SARA 500 N OSCEOLA AVE # 209 CLEARWATER FL 33755 - 3935 O'LEARY, KIERAN O'LEARY, DONNA PO BOX 170699 SAN FRANCISCO CA 94117 - 0699 y DORNBUSCH, HARRIETTE KENDLER 500 N OSCEOLA AVE # 302 CLEARWATER FL 33755 - 3935 BEND, JOSEPH P THE BEND, AGNES L THE 500 N OSCEOLA AVE # 305 CLEARWATER FL 33755 - 3936 WHEATON, MARJORIE 500 N OSCEOLA AVE # 308 CLEARWATER FL 33755 - 3936 SAWTELLE, GREG F THE SAWTELLE, KAREN R THE 957 VERDUGO CIRCLE DR GLENDALE CA 91206 - 1535 LEONHARDT, GUNTER LEONHARDT, MELINDA C 500 N OSCEOLA AVE # 403 CLEARWATER FL 33755 - 3937 GLEASON, FRANK R GLEASON,SUSANNE W 500 N OSCEOLA AVE # 406 CLEARWATER FL 33755 - 3937 ANDRUS, D THE PO BOX 775 CLEARWATER FL 33757 - 0775 MANECCHIA, VICTOR 500 N OSCEOLA AVE # 501 CLEARWATER FL 33755 - 3938 ROESCH, HANS K ROESCH, MARIA T 48 CASTLEDENE CIR AGINCOURT ON MIT IS 1 00030 LOIZOS, ANASTASIA MERWIN, EUGENIA 75 MOUNT TOM RD NEW ROCHELLE NY 10805 - 1216 FORD, SANDRA 500 N OSCEOLA AVE # 303 CLEARWATER FL 33755 - 3935 REICHARD, SHERWOOD MARSHALL 2306 GREENGATE DR AUGUSTA GA 30907 - 3558 CARTER, ROBERT E CARTER, JUDITH M 5521 EL ENCANTO DR SANTA ROSA CA 95409 - 4308 KUNHARDT, MARIA D 11050 STRATHMORE DR #312 LOS ANGELES CA 90024 - 1609 BRUWER, GRAHAM BRUWER, LYNDA 500 N OSCEOLA AVE # 404 CLEARWATER FL 33755 - 3937 SAWTELLE, GREG THE SAWTELLE, KAREN THE 500 N OSCEOLA AVE # 805 CLEARWATER FL 33755 - 3942 AUSTIN, LLOYD B THE AUSTIN, THELMA L THE 5840 SINGLE FOOT CT SPARKS NV 89436 - 7062 GIBSON, ROBERT W GIBSON, GENEVIEVE 7610 SMETANA LN #309 EDEN PRAIRIE MN 55344 - 4753 SIDORENKO, VLADIMIR SIDORENKO, YULIA 500 N OSCEOLA AVE # 505 CLEARWATER FL 33755 - 3938 MERWIN, GAIUS W III MERWIN, EUGENIA 75 MOUNT TOM RD NEW ROCHELLE NY 10805 - 1216 • KRECKEL, PATRICK F KRECKEL, ELINOR M 500 N OSCEOLA AVE # 304 CLEARWATER FL 33755 - 3935 PEREIRA, JOE X 500 N OSCEOLA AVE # 307 CLEARWATER FL 33755 - 3936 HARTELL, JAMES H HARTELL, EDITH P 500 N OSCEOLA AVE # 310 CLEARWATER FL 33755 - 3936 WOODRUFF, JOHN W WOODRUFF, CLAIRE B 19291 SLEEPING OAK DR TRABUCO CANYON CA 92679 - 1031 BURDETTE, HARRY M JR 500 N OSCEOLA AVE # 405 CLEARWATER FL 33755 - 3937 CUNNINGHAM, SHERRI L RAMP, LENIN 500 N OSCEOLA AVE # 408 CLEARWATER FL 33755 - 3937 MEHLER, HORST 500 N OSCEOLA AVE # 411 CLEARWATER FL 33755 - 3937 BUSWEILER, JOHN T BUSWEILER, CATHERINE E 500 N OSCEOLA AVE # 503 CLEARWATER FL 33755 - 3938 DAVIS, EDWARD A DAVIS, PEGGY J 1206 HONAN DR SOUTH BEND IN 46614 - 2172 POWLEY, CHARLES N POWLEY, VIRGINIA J 500 N OSCEOLA AVE # 509 CLEARWATER FL 33755 - 3939 BEAN, MARJORIE E 500 N OSCEOLA AVE # 510 CLEARWATER FL 33755 - 3939 SHERMAN, MARTIN J SHERMAN, RHONDA RENEE 3109 CARTER AVE MARINA DEL REY CA 90292 - 5508 JONES, PENNY A 500 N OSCEOLA # 606 CLEARWATER FL 33755 - 3939 CARMEL, MORDEHAY 4220 MESA VISTA DR LA CANADA CA 00030 - ECKSTEIN, UDO KROSCHSTR 38 RODINGEN 52445 00004 - GERMANY OSTERTAG, MARTIN 500 N OSCEOLA AVE # 705 CLEARWATER FL 33755 - 3941 BROWN, MAXINE S 500 N OSCEOLA AVE # 708 CLEARWATER FL 33755 - 3941 MESCHOULAM, SAMUEL MESCHOULAM, CLARISSE PALMA CRIOLLA # 4 301 BOSQUES DE PALMAS HUIXQILUCAN 00002 - SEEFELD, PAMELA J 331 BELLEVIEW BLVD CLEARWATER FL 33756 - 2018 WILLNER, NEIL A THE WILLNER, EVE K THE 1928 RIMCREST DR GLENDALE CA 91207 - 1044 *MADERO, ESPERANZA 500 N OSCEOLA AVE # 511 CLEARWATER FL 33755 - 3939 METHVEN, ALLEN METHVEN, JILL 120 SW 7TH ST DUNDEE OR 97115 - 9535 ZAUN, HELGA BREITLING, SANDY 500 N OSCEOLA AVE # 607 CLEARWATER FL 33755 - 3939 SIMPSON, WILLIAM J SIMPSON, KAREN P 500 N OSCEOLA AVE # 805 CLEARWATER FL 33755 - 3942 BULGER, LORRAINE 500 N OSCEOLA AVE PH E CLEARWATER FL 33755 - 3933 ECCLES, CHET R III ECCLES, INGRID L PO BOX 490 APPLEGATE CA 95703 - 0490 WADDELL, DAVID E WADDELL, GWEN S 500 N OSCEOLA AVE # 709 CLEARWATER FL 33755 - 3941 CORBETT, ERNEST CORBETT, GAYE 500 N- OSCEOLA AVE # 802 CLEARWATER FL 33755 - 3942 SIMPSON, WILLIAM J III SIMPSON, KAREN 500 N OSCEOLA AVE # 805 CLEARWATER FL 33755 - 3942 CULLODEN, CHARLES A THE CULLODEN, SALLY B THE 2000 BEL AIRE DR GLENDALE CA 91201 - 1127 URIZARBARRENA, MIKEL FRIAS, BERTA 500 N OSCEOLA AVE # 601 CLEARWATER FL 33755 - 3939 BYRNES, LAWRENCE F 500 N OSCEOLA AVE #605 CLEARWATER FL 33755 - 3939 ERIKSEN, VIVIAN S ERIKSEN, ROCHELLE K PO BOX 847 MONTE VISTA CO 81 144 - 0847 WEIR, IONE R WEIR, J MICHAEL 500 N OSCEOLA AVE # 611 CLEARWATER FL 33755 - 3940 SETTLE, BRUCE J SETTLE, ELIZABETH J 500 N OSCEOLA AVE # 704 CLEARWATER FL 33755 - 3941 DARE, LOUIS DARE, SUSAN 9630 LA TUNA CANYON RD SUN VALLEY CA 91352 - 2232 KING, MICHAEL KING, TIMOTHY J 124 PLACER DR SANTA BARBARA CA 93117 - 1314 JAMES, MILTON C JAMES, ROSE 500 N OSCEOLA AVE # 803 CLEARWATER FL 33755 - 3942 WONG, PATRICK Y WONG, LINDA 10 SOUTHDOWN CT HILLSBOROUGH CA 94010 - 7242 MADERO, MARIA R GONZALEZ, LIDIA M 500 N OSCEOLA AVE # 809 CLEARWATER FL 33755 - 3915 COTA, JEFFERY D COTA, PATRICIA L 3410 HARGER CT SACRAMENTO CA 95821 - 3717 BERNSTEIN, BRADFORD N BEACH,HAROLD 2441 HONOLULU AVE # 120 MONTROSE CA 91020 - 2507 ANDRUS, BRIAN L ANDRUS, DONNA 500 N OSCEOLA AVE PH -E CLEARWATER FL 33755 - 3933 MORSE, DAVID G THE MORSE, CAROL L THE 11450 RUGGIERO AVE LAKE VIEW TERRACE CA 91342 -6735 OSCEOLA -JONES PROPERTIES LLC 133 CANDY LN PALM HARBOR FL 34683 - 5471 OSCEOLA -JONES PROPERTIES LLC 133 CANDY LN PALM HARBOR FL 34683 - 5471 GANGELHOFF, DAVID J 405 N FORT HARRISON AVE CLEARWATER FL 33755 - 3904 GANGELHOFF, DAVID J 405 N FORT HARRISON AVE CLEARWATER FL 33755 - 3904 CHURCH OF SCIENTOLOGY RELIGIOU 319 S GARDEN AVE CLEARWATER FL 33756 - 5423 to BOLGER, ELEANOR H •JENSEN, CRAIG C THE 500 N OSCEOLA AVE # 811 JENSEN, SALLY R THE CLEARWATER FL 33755 - 3915 4245 MESA VISTA DR LA CANADA CA 00030 - COALE, JOHN P VANSUSTEREN, GRETA C 500 N OSCEOLA AVE PH C CLEARWATER FL 33755 - 3932 BAYBAK, MICHAEL 4515 OCEAN VIEW BLVD # 305 LA CANADA CA 00030 - SALINAS, MARY THE CHURCH SCIENTOLOGY RELIGIOUS 503. CLEVELAND ST CLEARWATER FL 33755 - 4007 MARION, CARISA 32485 THE OLD RD CASTAIC CA 91384 - 3054 HARRISON -JONES PROPERTIES LLC 133 CANDY LN PALM HARBOR FL 34683 - 5471 GANGELHOFF, DAVID J , 405 N FORT HARRISON AVE CLEARWATER FL 33755 - 3904 JAMESCHRIS CORP 431 GULFVIEW BLVD CLEARWATER FL 33767 - 2508 302 -308 N OSCEOLA PROPERTIES L 714 N FT HARRISON AVE CLEARWATER FL 33755 - 3822 JOHNSON, THOMAS EDWARD JOHNSON, GINA 2694 HARVEST DR CONYERS GA 30013 - 2408 HAGAN, JILL 500 N OSCEOLA AVE # PHG CLEARWATER FL 33755 - 3947 CHURCH OF SCIENTOLOGY RELIGIOU 319 S GARDEN AVE CLEARWATER FL 33756 - 5423 OSCEOLA -JONES PROPERTIES LLC 133 .CANDY LN PALM HARBOR FL 34683 - 5471 CITIZENS COMMISSION ON HUMAN R 305 N FORT HARRISON AVE CLEARWATER FL 33755 - 3923 GANGELHOFF, DAVID J 405 N FORT HARRISON AVE CLEARWATER FL 33755 - 3904 SALAM, JAMI AL INC DBA ALBANIA 225 N FT HARRISON AVE CLEARWATER FL 33755 - 4022 302 -308 N OSCEOLA PROPERTIES L 714 N FT HARRISON AVE CLEARWATER FL 33755 - 3822 CHURCH OF SCIENTOLOGY BROWN, ARNOLD PROP BROWN, ARNOLD PROPERTIES FLAG SVC 17757 US HWY 19 N STE 275 17757 US HIGHWAY 19 N STE 503 CLEVELAND ST CLEARWATER FL 33764 - 6592 275 CLEARWATER FL 33755 - 4007 CLEARWATER FL 33764 - 6592 r 4 r CLEARWATER, CITY OF CLEARWATER, CITY OF Drew & Plaza Park PO BOX 4748 PO BOX 1348 David Grice CLEARWATER FL 33758 - 4748 CLEARWATER FL 33757 - 1348 908 Drew Street Clearwater FL 33755 Harbour Bluffs Waterfront Condo FLS2007 -03012 Pres Joe Hermann 300 Osceola Avenue 500 N Osceola Avenue #305 Robert Tefft Clearwater Fl 33755 1 f Pinellas County Property Appraiser Query 0 W Pinellas County Property Address Query Page 1 of 2 II Property Address matching 11300 N osceola Ave ", records 1 through 23 of 23 [2:56 pm Fri I New Search: Owner Address Parcel Number Sub _ or_C011d.o /PUP, Plat Book/Page Sale Property parcel Info Property Map Ownership Subdivision /Condo Plat Address Type Name Book/Page I 300 N BELVEDERE OSCEOLA 09/29/15/07940/000 /0021 Condo or AVE Apt PUD 2A TRUST 300 N OSCEOLA 09/29/15/07940/000 /0032 Condo or D L K PUD AVE PROPERTY 300 N Condo or OSCEOLA 09/29/15/07940/000 /0043 (UNRECORDED) PUD AVE X 300 N OSCEOLA 09/29/15/07940/000 /0076 Condo or PUD AVE 300 N OSCEOLA 09/29/15/07940/000 /0034 Condo or X_ PUD AVE 300 N Condo or OSCEOLA 09/29/15/07940/000 /0075 BELVEDERE BELVEDERE PUD AVE APTS CO -OP 300 N OSCEOLA 09/29/15/07940/000 /0033 Condo or (UNRECORDED) PUD AVE BELVEDERE 300 N OSCEOLA 09/29/15/07940/000 /0054 Condo or APTS CO -OP PUD AVE (UNRECORDED) 300 N Condo or OSCEOLA 09/29/15/07940/000 /0051 X LAND PUD AVE TRUST NO 2 300 N Condo or OSCEOLA 09/29/15/07940/000 /0062 BELVEDERE X PUD. AVE 300 N Condo or OSCEOLA 09/29/15/07940/000 /0044 BELVEDERE BELVEDERE PUD AVE APTS CO -OP 300 N Condo or OSCEOLA 09/29/1.5/07940 /000/0013 PUD AVE BELVEDERE 300 N 09/29/15/07940/000 /0022 Condo or X BELVEDERE BELVEDERE OSCEOLA PUD LAND APTS CO -OP 1 1 1 1 1 1 1 1 1 1 1 1 1 http : / /www.pcpao.org /query2.php ?ax 1= on& ax2= on& ax3= on &ax4= on &nR= 25 &submitBut... 3/2/2007 BELVEDERE BELVEDERE X LAND APTS CO -OP TRUST (UNRECORDED) D L K BELVEDERE X PROPERTY APTS CO -OP TRUST (UNRECORDED) BELVEDERE BELVEDERE X LAND APTS CO -OP TRUST NO 2 (UNRECORDED) BELVEDERE BELVEDERE X_ LAND APTS CO -OP TRUST NO 2 (UNRECORDED) BELVEDERE BELVEDERE X LAND APTS CO -OP TRUST NO 2 (UNRECORDED) BELVEDERE BELVEDERE X LAND APTS CO -OP TRUST NO 2 (UNRECORDED) BELVEDERE BELVEDERE X LAND APTS CO -OP TRUST NO 2 (UNRECORDED) BELVEDERE BELVEDERE X LAND APTS CO -OP TRUST # 2 (UNRECORDED) BELVEDERE BELVEDERE X LAND APTS CO -OP TRUST # 2 (UNRECORDED) BELVEDERE BELVEDERE X LAND APTS CO -OP TRUST # 2 (UNRECORDED) BELVEDERE BELVEDERE X LAND APTS CO -OP TRUST NO 2 (UNRECORDED) BELVEDERE BELVEDERE X LAND APTS CO -OP TRUST NO 2 (UNRECORDED) . 300 N 09/29/15/07940/000 /0022 Condo or X BELVEDERE BELVEDERE OSCEOLA PUD LAND APTS CO -OP 1 1 1 1 1 1 1 1 1 1 1 1 1 http : / /www.pcpao.org /query2.php ?ax 1= on& ax2= on& ax3= on &ax4= on &nR= 25 &submitBut... 3/2/2007 j J I Pinellas County Property Appraiser Query Page 2 of 2 AVE TRUST NO 2 (UNRECORDED) 300 N BELVEDERE BELVEDERE Condo or OSCEOLA 09/29/15/07940/000 /0042 X LAND APTS CO -OP 1 PUD AVE TRUST # 3 (UNRECORDED) 300 N BELVEDERE BELVEDERE Condo or OSCEOLA 09/29/15/07940/000 /0023 X LAND APTS CO -OP 1 PUD AVE TRUST NO 2 (UNRECORDED) 300 N BELVEDERE BELVEDERE Condo or OSCEOLA 09/29/15/07940/000 /0063 X LAND ' APTS CO -OP 1 PUD AVE TRUST NO 2 (UNRECORDED) 300 N BELVEDERE, BELVEDERE Condo or OSCEOLA 09/29/15/07940/000 /0041 X LAND APTS CO -OP 1 PUD AVE TRUST NO 2 (UNRECORDED) 300 N BELVEDERE BELVEDERE Condo or OSCEOLA 09/29/15/07940/000 /0024 X LAND APTS CO -OP 1 PUD AVE TRUST # 2 (UNRECORDED) 300 N BELVEDERE BELVEDERE Condo or OSCEOLA 09/29/1.5/07940 /000/0061 X LAND APTS CO -OP 1 PUD AVE TRUST NO 2 (UNRECORDED) 300 N BELVEDERE BELVEDERE Condo or OSCEOLA 09/29/15/07940/000 /0031 X LAND APTS CO -OP 1 PUD AVE TRUST NO 2 (UNRECORDED) 300 N ROBINSON, BELVEDERE Condo or OSCEOLA 09/29/15/07940/000 /0052 ' X ALLISON APTS CO -OP 1 PUD AVE WHITNEY (UNRECORDED) 300 N BELVEDERE BELVEDERE Condo or OSCEOLA 09/29/15/07940/000 /0412 X LAND APTS CO -OP 1 PUD AVE TRUST NO 2 (UNRECORDED) 300 N Condo or X BELVEDERE LAND BELVEDERE APTS CO 1 OSCEOLA 09/29/15/07940/000 /0053 .PUD AVE TRUST NO 2 -OP (UNRECORDED) New Search: Owner Address Parcel Number Sub or Condo / PUD Plat Book /Page Sale Question/Comment about this pa&e http : / /www.pcpao.org /query2.php ?ax 1= on& ax2= on& ax3= on &ax4= on &nR= 25 &submitBut... 3/2/2007 nor r f cnra r in: nn i31 �-'L51 -14btf ENGRPROS PAGE 03 PACKAGED CfflLLER Fp Y. Ju 22 2007 JOR NAMII omnview ENGIIG= IACATION AR MTECT CUSTOMER CONTRACTOR AAulddwk Order Number 3abmiltted by — Matthew T Cu demer P.O. Number Qucft # . QJSO62220071 Sales Itepreaeatative Matthew Toole Approved by Dates Tatat Number of Medulea: a0 (Dimensions Do Not lndude J- Boxes) Overall NNgM(in): 74 5116 Width: 0 I.etoit: 1778/8 Wat Wslgft V50 ibs CHILLED WATER DESIGN FREE COOL DESIGN CHRI.ER FEATURES Masbw Module ASP -20A (ftM 1 Free Cool Feat ASP 0Y (M NA • Stainless steer Evaporator Slave $r ut ASP -X& (8F) Free Coot Rear ASP-W (PR) NLA • Lead Compressor 3e4amm8 (24hn) Slave (trout ASP A(SF) Q • Automatic Internal Rescheduling On" Raw ASP UA (SR) 2 cbmed wilke : [£ Fault Occurs Sieve Rem ASP- A (SR) Q xaterbtg Temp 14JA °F • Automatic Logging Of Any Fault Condition LeaviagTemp WA •F- • Electronic Chiilled WaberContml chm a watmi 0% GI>esrl Fiow Race (each) N/A GPM • Multiple Irrdepandetit Pef. systems Ente an Taeperalarr 52SjQ °F Tatal Flog Rate WA [IPM • Quick lawommed Modular Design i eaviag 7`eeapersfnt+e Q OF Op wzftg AP /A Feet • Alwnittmtt FWCapper Tube Flow Rate 197.3 GPM ' Bypass AP WA Feet Condenser Coils Evnpeeater AP •." Feet • Dual Condenser Fans Per Module ACCFSWRYMODULES If system win regtrc own pcaucriaa an sari- fieadglycal Designed For Quiet Operation sotatlm men bea"Hounu tisavlable mo0on • Pressure Comolled 1140 RPM Fan Motors M "ae Tank Modale(s) ASP®OT Q • Fflws in Evaporator Supply Headers Glycol Feeder Modak(s) ASRQOG 0 • Stainless Steal Inlet Header AMffiBdhIT AIR TEMPERATDRE Pomp mod WS) -Or Q - R-22 Refrigerant Design: 95-0 IF • 5 Year Compressor Warranty Law: 40.0 of PUMP DESIGN ! Single Point -Powcr Pip She WA - FULL LOAD CIIILLSR PERFORMANCE Flow Rabe NA GPM Pump NZA hp Cooling Capacrtp: - gee Tons Toil Hand .NIA Feet Power Input: 1033 KW ELECTRICAL DATA - MAIN POWER SUPPLY 46816813 FANS 2 RA per fen motor ELECTRICAL CIRCUM(S) CAPACITY CHILLER CIRCUIT" ASP-20A, '15.8 RLA psrcomprassor Minimum Circuit Ampadly (amps) - 182 Mwcimum Over Current Protection (MOP) 2 •Af dullem regtft cornpletion of at least am of if columns. •• Compslemw RLA's are obtained at ARI Conditions Ieuer HMO"-- i etler CHILLER- LAYOUT W- Master C2niter Module F -Front Module S- Siave Chiller Module >pRearModute IJ I SR I SR t'dr -pump Module ; MF -{- -F SF It =Free Cool Modulo f=Olycol Feeder Module WORTANT To asom fup egtapmant deafer pwfbrmaum, We and sWabillty, the tint LlUTACK chiller Fast be piped in a ttnee WO inataiNdlon Manuel unless apses► autImi rand otftsewlse by UMTiSTACK in witonW 06/27/2007 10:00 813- 251 -1468 0 S W OETAX 74 T4lIng MODUI -�S S MO�I�.E noTrr� �. Aa,FOOmESwA�EawEanrEll�DNE. x QOOflSTRUurmAllomABOVE FANS. a REDWREDSERVIUECLEARARCEAT MOOM ENW 35'. k REOURUAAIRBITARECLEARANCEQ'. S. Rc'OURIlQCLEARAIIOEFAONIMIYNIOM YOLTAOE RNlB:42'. IltlTe'8: 4 L IAOOIItAl ARE BDLIED TDBEIDER RI FR3A. a - z ,RRDWARSOUANTrMARESPEM Ta EACI &iuLgt#n OF mama S) a - . I ALLMODWARMSAMlEDIYERSRNIB. 4. to omTRtW91Olr8 ATL OWED ATIDYE COMM ma - fi REMNIMSERVIfECLEAAAWFAT TTPR;AL�OETA0. TAODDLEEAOB !B B. REQUIRED AIR RIDYD; CLEARANOE 4T. t REOIIgtEO61t AUMFRONANYNGN VDIIASE PAWL -4Y. 7, I 1 3 A� `w. LU J Lo G 9 A� `w. /0 �/ q MI. r� " a 7 v tA fAL 4 L 9MG t►i � its �� s t� i, • 'C f Q till tj � � l 0 lz 0 M Ilk- J 4,� Q r ., R IN v •� (f�t C W6Lik OS b a e DRAINAGE PLAN 9c�EE 61 r +1 ^^� SITE KLAN 0 0 6 10 HANQICAP RAMP NOrE UNQFRGRQUNQ tm TIRER NOTE: RAMPS SNAIL NAVE A TNOT E SURFACE, ALL URJTIOH INCLUDING INBE INST TEXTURED TO A DEPTH NOT EXCEEDING �" DISigIBUT10N LINES SHNL BE INSTa1FD BY USE OF iAMp OR ROLLER IN UNDERGROUND UNLESS SUCH CONFORMANCE K11H REQUIREMENTS OF UNDERGROUNDINC 15 NOT PRACTICABLE FOQT DETA}L 304 (LATEST EDIRON). PER SEC. 3 -51,1 CITY DEV. CODE. "ViL JW30 ONINNdId a ono osscRwgoN � sZE cqw nlT siwawA'""`""NOry I4CAALLE. 1•140' . � sa wUlw � I I"1 - rzsr swuoN N 0 p p LEGEND EMEro e��A�Dmc EDEx. -I- TO BE RE W[p Ex, ASPM.LT MIO EAeE i0 Ef REYOYEO ET CON[RER i0 PEMNN OFYD.arB} — mo Q C q U � 7 � U ENGWEEA OF0.Fc.OPp ill I W ` EiE COMNwed: 0212814007 Pml.cl N,nSa: OB,44 Q.Aawd >r• �$ 0.Nwd by: .P W. AZ 0..NGtiru O.Wlwn ® rPFI1MyYAY SET C] rTR j —SET [] cow.lxucnonsET SEC(IyTIPF,E e- 29S -ISE PINELLAS COUNTY rnT r - -f asauiaEOls rq.a- OCEAN VIEW APARTMENTS I.Ift. - 300 N, OOCEOLA AVE. CLEARWATER FL,33755 --rv.W SITE ANR QRAMAGE paPLpAKwNoa cli _ �u c— F Ex. Puur �.,W F�!� u5 RR'lVL iOrE'EMA N. 9O OO �O .. RE fl . ter_, i / } o 3'1 CULjj (CQ`. Nt (TYf ) 0 MIN PROPOSED LANDSCAPE AREA ' 'I mnucr F %s' Flood Zo _ - l " HEy NEW Ex. EVN ; nr zTEN 10 N Pc N) / ,,EJ 26' coL (IYP) h - .� A', (TI (iYP) •f .0 �. V�EB " A 26' C T r} Trz.t:: Id. 1/. .. kl> �. � -.. — � • - new �Etirc _ :x_MnIN ex. n—, Q LO FIRE �� PUMP EMri P'� NEtV ,¢w z.^ wNNE HDOIA Rl –I' P10P MNE F. F'. RENaipppl �> •• — aa� �� UClva u -14 REMPiti -�9 — (I�S.li Ecmir.�� y rauw` _ _ DRAINAGE PLAN 9c�EE 61 r +1 ^^� SITE KLAN 0 0 6 10 HANQICAP RAMP NOrE UNQFRGRQUNQ tm TIRER NOTE: RAMPS SNAIL NAVE A TNOT E SURFACE, ALL URJTIOH INCLUDING INBE INST TEXTURED TO A DEPTH NOT EXCEEDING �" DISigIBUT10N LINES SHNL BE INSTa1FD BY USE OF iAMp OR ROLLER IN UNDERGROUND UNLESS SUCH CONFORMANCE K11H REQUIREMENTS OF UNDERGROUNDINC 15 NOT PRACTICABLE FOQT DETA}L 304 (LATEST EDIRON). PER SEC. 3 -51,1 CITY DEV. CODE. "ViL JW30 ONINNdId a ono osscRwgoN � sZE cqw nlT siwawA'""`""NOry I4CAALLE. 1•140' . � sa wUlw � I I"1 - rzsr swuoN N 0 p p LEGEND EMEro e��A�Dmc EDEx. -I- TO BE RE W[p Ex, ASPM.LT MIO EAeE i0 Ef REYOYEO ET CON[RER i0 PEMNN OFYD.arB} — mo Q C q U � 7 � U ENGWEEA OF0.Fc.OPp ill I W ` EiE COMNwed: 0212814007 Pml.cl N,nSa: OB,44 Q.Aawd >r• �$ 0.Nwd by: .P W. AZ 0..NGtiru O.Wlwn ® rPFI1MyYAY SET C] rTR j —SET [] cow.lxucnonsET SEC(IyTIPF,E e- 29S -ISE PINELLAS COUNTY rnT r - -f asauiaEOls rq.a- OCEAN VIEW APARTMENTS I.Ift. - 300 N, OOCEOLA AVE. CLEARWATER FL,33755 --rv.W SITE ANR QRAMAGE paPLpAKwNoa cli lN3W Wd3a ONINWd 1002 k 0 AvW 77, 68 (F) 'w wNe- p--- /�55 7 E %. HuuP GVNCRETE OVu N90'00'00 "'W. 7_(D) Sl 2p` I S ! / 11. /' TYP III wnH Nc SuR - 11.1 TOOC!F .!; ! / / • o / / /�j/ / / / h I v v VV i I I :gO "NOSCAPE F. UNE DIN AREA 349 b. .Yf G . Nx LANDS I I� v 7 - L��s ONES' S/W Flood Zone X NDi s.F. vpiw %�— NEW ATE `l p� �p n 0 � 1 TL° ° // j III O IU OJ F vvvvvvvv v u., .. / I'I s d Lo( VE/ / — Ll_2 � ° Io v spy z3•_s.�¢ v nv LL u.y,..,..ys,�r�,�,,,,�.. .. 4�/ j ,� ].D O LANDSCAPE v�v vv v 1 eli �� MFAS.SS S.F. vv ❑000❑ ❑00000❑ v, Iw O ° .o swr s>9Blnr ❑DDDDDDDDGGD °°ooDO❑ v f / / /�/ / j ,OriOr�p rPwwlE3 v OOOOGO.00 DO°OOOGO°° J3 �6.. Va °GGO°GDO°°°000❑ ❑°❑ °� II x 'CT -'- O - � v v v vv ❑0°0000 %3.fi o/03 //2d.1 E ✓A o�-?I L10. ❑°o❑ .. � vv i� swni t01 Pf El.(.1 _ _. NEfy vv \�F'Q S��f, vvv ]' LVIDSCAPE BUFFEN I V EE Exl: CIN x.�qN PUMP EMI.% O. IT' � FE NNi OCHi vv I I _ PF. 15.0 nO - O -O -O r' - !'/ ^/ ^— EAS( 8801'(()) _ _. {, ... p N 7 v ,fY4 _ DtlL�rimxlff ll 1 (__ X. LIGH 1111 ' rn u O " xA,xaEr GO` � �CI "RC JONES STREET - EX. ASPHALT PAVEMENT TO REMAIN �i Mf(xREMA"I - -.. �., _....� .... ,... / .--pO REMAIN TREE & SHRUB PLANTING DETAILS �4eNC9aw7 :v- z.tr_"Ya~ W.1- SHRDD PLANTING DETAIL y wv« TREE STAIEING d PLANTING DETAIL ADJACENT TO PAVEMENT _ PALM STAIEING 6 PLANTING DETAIL TREE STAKING d PLANTING DETAIL I°s NEW PLANT MATERIAL SCHEnl1LE SYMBOL REQUIRED PROPOSED PARKING LOT REMARKS QUANTITY INTERIOR 838 S.F. 1.593 S.F. LANDSCAPE 10% 19.8% S. F, & % OF V.U,A. M poPNwRl+s Wgcc NEW PLANT MATERIAL SCHEnl1LE SYMBOL LEGEND BOTANICAL NAME COMMON NAME REMARKS QUANTITY D�-�, Dl TrecnslvPa,..n JsFwNdoes - WYi.R• yy J.1 rKmxFEDEMr[ sr'x�Rx•2 K,��Nf. i0' ¢ZT OO °O M poPNwRl+s Wgcc MOIAN IuVTxDRN �p1 ✓'iANripy 30•rD2� >S C m Px.N. exw.. pgrRr9W .NM s +w p: w s .'.'.�.�.°•"= vs vwv.rx .u.P.P. srloArW V. vrn.xwW wbi�fx�i�rac sss . cv Calbein varlvPOSUn cROia �•kR'rix�R ti�rDrt� s] {3t CN Lspsrssrwrio Waco GSPE NYRrLE j� pp�PlRr 1 D°oLII°pp°pII°pr°pi�0°p°D ° :�Ea• <wwwF awssTws revel ilAS'.EL�rD�` w LANDSCAPE NOTES �f[RCURRACTM aprAy Au. PEPoUr3 rwp ut xssa NEaE4vRr r0 0 WOPN AT rlj5 MSSirF. M--EN NwrgNS IN m[ SRF COHwmns blurt m'. �ENP %p rnM iHF °m,Fp 1R C,x fNGHFFA RF[Oflf PgOCEEgXO 'AnN CVPN '.Lax C I.VIOSC..PE COnrPSmOR•S . v[WY rHT VRpPD(rY MHF IMO IADR m slRUmlax ARFA9 -ro RE saoDEO. �- Z {. ME LWD4WL CWTRAmai SHI1L 4MN IOCArxX13 NR ALL wlNr wrEPUL f0 9F MPRpKp OY Q.. ON fML FNGNRR PWOR M w3rHUDm1. 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UNOSCRK aNMwCiO Sallo WSPEtr iNE ore PRwR i0 MF BEGxNIrq a< L l l _ Z( PIANaI OPEflArwNS uq NOnry mE OWNE11 OR CML D�DmEE0. a ulY M:mREPANGFS. 1a�WIpSGPE ca1(RAGrOP R wt£ EGi EOUnnO Arw vEtwYWO rK nUl ff .LL UNOERGwrMD (rtllfnE4 rWr C ,� E, (.� $ Q r]iER PLWTNO a1 WnWTIpN NSTALLArNpR. :P Ar.T [CNRN:r4 OCCUR EEMEFN PROPOSED IOCAnOn OF TPEFS 41PEII M tNE Oa.YPNGS uw uIT UNOmD'RW UTMDE9 OP m85URPAOC N ll(:IURES, mE LWOSCMF wnrRMrOR sx41 NO xorliY mE pWXFA DR QuE ArN mAl(m ' anwEEq�raR Irsmlunpx mE IAxoscwE cwnuRV"RS U - LL svuwwcfs M E anti fl[s Br x5 qvN ryEONGEIge PL •1T mE /MmA1L� COND9CrORS EKPFNSF - 1 (�NpAaNUfl � WSrK(EO AOCORWq t0 Swxp HORrLtRMIP4 FNGWFER Or RECORD °PSIl4nwa mAClw wm s9irox EIOP uxnr .w ss.nawpa of we REnexvxF OEwElOPVFNr COOfi a me cn' rc lARCO. nawA. 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SUmwRiwO APPARAM 9wl" SE REVg1ED MEP 1 CaIwFRE (:ROP1n0 CnA,R EO To ® PREUwias.9rsFt NoA1PEF TMlnl6 /SjFys Pg�KN1EUUe�i1L�MWIF, . 4' I ww A NNONY a 1, woFnmmNN MF PRMnNID SD Cj l0 IN - wMFrENO(iP . Ram 944 rREE3 jS of;_ EI SU(n _T TN, W w ME R . LASS rs IFVFL Wm mE suflPACE ce ra R/NiNw HUE. iRtES vaan eF El cOxSlltuCrgN SEr mA4eo 3 - s wens Aap.E cP.nc IA vrFS wmwwW aAr. A 1 - 3 Aa RR ua PwiL- mmvl4 c4 . Ui wrcClwl, uuCN sxown E P(aRm acs A fEw wGrcs PRw mE'xsF ar EAGI rm.E. sEC/swr /RCE - a rc a vsf sae ewwmpxs .Rf suGr mAr spL wFnwFHrs ce EIiKr TNC wAMRC VU4i 0, sal WgU1F iNRODpHWr 112 ENIWE 9 , 2 9 . 15E ECIgN ce ncx PumDN RRE.s ro A DEVM (xwvsrFwr sWm me RDOi E`4l- TS /OCO1dCEnr i0 aR WMIINtM1RCNM PINELLAS COUNTY u3E MEw4 Mu4r PC B Su nON4 W Fxli NDFRNRDt'rI�RRM[ SWVyEDNCRFIwN NO. PWw'RrizmmmDlx ry0i mPLWmIG uEwa. LDr IRRIGATION NOTES IMroa IPma»�«. �s�i OCEAN VIEW m "s1pl APARTMENTS rnxlP. ss4L w: PVC sORapf s0 OR 4PrFA 1. SPgI'(M1 PRpWUWiL m KMAR SM[s. �Y MC aUaa� i. nponug3 oR ngsrlciwF rAw[ (IwNS. PnWc(AmPp R`rMORrsi.°ssmYX0p1 DRrAVnt ww mlwMre WANS, rl¢ Rw'3 300 N. OUCEOLA AVE. vwi aNtaAE '° vmES u' RaDW aIDE CLEARWATER vgmNS YurPpm s.w. sE Ew4 ro rNOSE x4grACrunm m Nsw�'A =PRwm EaUL FL, 33795 's. imus io rGpe :IR:gw��lo Nw1°v� M , ,xiR'oIWP psl sxNL a cuxaxrtm sw m poxracron ra °<'vn "wilt n` °Irt pf "tcmrA"a °r '"c °Axs". wprmv pIW LANDSCAPE PLAN . wa• ;Ip NUnlbnr L1.1 M',- 011KI- '4' �11-471-omr &IIJ "igR. I :jm +r - V Alm_ _ _. LEGAL DESCRIPTION: (per Warranty Deed) That part of the land, submerged land, and riparian rights included in the portion of a plat of a "survey of the property of Murat B. Young and his wife Athel L. Young ", according to the record of said plat in Deed Book 887 on page 566 of the public records of Pinellas County, Florida, described as follows: Beginning at the Southeast corner of Lot Two (2) as shown on said plat, and running thence North along the East boundary of Lot Two (2) a distance of ninety (90) feet; thence West parallel to the South boundary of Lot Two (2) and its Westerly projection a distance of 867 feet more or less to the channel in Clearwater Bay; thence Southerly along said channel ninety (90) feet more or less to intersection with the Westerly projection of the. South boundary of Lot. Two (2); thence East along said projection and the South boundary of Lot Two (2) 880 feet more or less to the point of beginning; AND ALSO That part of Lot One (1), Block One (1) of Jones Subdivision of Nicholson's Addition to Clearwater, Florida, according to the corrected plat of said subdivision, recorded in Plat Book 1, page 13, of the public records of Hillsborough County, Florida, of which Pinellas County was formerly a part, more particularly described as follows: Begin at the Southeast corner of said Lot One (1) and run thence Northerly along the East line of Lot One (1) 12.35 feet; thence Westerly parallel to the Southerly line of Lot One (1) 167.85 feet thence Northerly at right angles 13.65 feet; thence Westerly parallel to the Southerly line of Lot One (1) as projected 705 feet more or less to the channel of Clearwater Harbor; thence Southerly along the channel 26 feet more or less to an intersection with the Southerly line of Lot One (1) as projected; thence Easterly along said projection and the Southerly line of Lot One (1)873 feet more or less to the point of beginning; being part of the some property conveyed to Clovis C. Lutz by Murat B. Young and Athel L. Young by deed dated March 7, 1947, and recorded in Deed Record 1120, page 169, of the public records of Pinellas County, Florida. f FLOOD ZONE INFO ��MATIoN THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONES 'Y', "AE" AND "VE" (15) AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR PINELLAS COUNTY, FLORIDA, COMMUNITY PANEL NUMBER 12103CO106H. MAP REVISED DATE MAY 17, 2005. PROVIDED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. QSMWY INFOPMTION SURVEY INFORMATION PROVIDED FROM SIGNED & SEALED SURVEY BY: STEVEN E. SEMPLE, P.L.S. FLA. L.S.M. No. 5489 DATE OF SURVEY: November 10, 2006 SURVEY DATUM: NAVD 1988 WILLSON MILLER, INC. 1101 Channelside Drive, Suite 40ON Tampa, Florida 33602 Phone: 813 -223 -9500 Fax: 813- 223 -0009 Web —Site: www.wilsonmiller.com R I C I jI r j I ■ y ., /A\ r r 1 LEGEND O� EXIST. ELEVATION x EXIST. CONTOUR 10 NEW ELEVATION +10.00 EXIST. STORM SEWER — -- NEW STORM SEWER EXIST: SAN. SEWER S S NEW SAN. SEWER ® SS .EXIST. WATER SERVICE —°— W NEW WATER SERVICE W OVERHEAD UTILITY LINES CLEAN- OUT(C.O.) SS ML— TEMP. SILT BARRIER FENCE EX. VALVE NEW VALVE POINT OF CONNECTION OF NEW UTILITY TO EXIST. LIGHT POLE TRAFFIC SIGN OAK TREE Q PALM TREE 0 GUY ANCHOR E UNDERGROUND GAS MARKER F.H.A. FIRE HYDRANT ASSEMBLY TBM' TEMPORARY BENCH MARK (NP) TYPICAL S/W SIDEWALK CAN CABLE TELEVISION RISER CATV CABLE TELEVISION RISER (D) PER DEED (F) FIELD MEASUREMENT TR TELEPHONE RISER GV GATE VALVE EMH ELECTRIC MANHOLE EVA ELECTRIC VAULT ST. MH. STORM MANHOLE FDC FIRE DEPARTMENT ' CONNECTION DCV DOUBLE. CHECK VALVE HA HAND AUGER CT CLEAR TRUNK COL. COLUMN DEVELOPER ENGINEER OF RECORD_ V CV rZ&I coco CO o U) `° a W n v N i.l' wCjf, X N ° •• °��Z' `V IV .��OQJ' =u E z- t�• Z k] • _n i W (JLtle C CIS U o,�° { Z. K O auY z t, ND0: o n r, Is F _ 11 .W U) Q 0) o W o LU UJ U Date issued: 05/04/2007 Project Number: 06 -34 Designed by: KR Revised by: Drawn by: AZ Revisions: Z No. 0_O Description 1 0 CITY COMMENTS. 2 3 O 1-4 4 -i— Z 'o •_ NMNU 0 Q L6NM � U ui �- �i � a OQjXp Ce U} � U ENGINEER OF RECORD_ V CV rZ&I coco CO o U) `° a W n v N i.l' wCjf, X N ° •• °��Z' `V IV .��OQJ' =u E z- t�• Z k] • _n i W (JLtle C CIS U o,�° { Z. K O auY z t, ND0: o n r, Is F _ 11 .W U) Q 0) o W o LU UJ U Date issued: 05/04/2007 Project Number: 06 -34 Designed by: KR Revised by: Drawn by: AZ Revisions: No. Date Description 1 06/07/07 CITY COMMENTS. 2 3 4 5 6 1-1-PRELIMINARY SET. ® PERMITTING SET El CONSTRUCTION SET SEC / TWP / RGE ZONING APPROVED 09 29S -15E CITY OF CLEARWATER PINELLAS COUNTY PLAN RTMENT Permit No. BY CITY -FLS2007 -03012 DATE 2� Project Name NDEX Of MMOEVS o E CAN VIEW APARTMENTS 1.1 CIVIL SITE DATA 2.1 DEMOLITION SITE PLAN :3.1 SITE & DRAINAGE PLAN Project Address :6.1 CIVIL SITE DETAILS 300 N.OSCEOLA'AVE, 1.1 LANDSCAPE PLAN CLEARWATER FL, 33755 Drawing Title CIVIL SITE DATA ��C�i• Drawing Number Jlj9. 0'�� PL��„ CONTROL NOTES EROSION AND SILTATION CO SEDIMENT TRAPPING MEASURES: SEDIMENT B BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER . MEASURES INTENDED TO TRAP SEDIMENT AND /OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS., 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH. THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE: IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND . CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON -SITE DRAINAGE CONTROLS WHICH . . PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN .NO CASE SHALL UNSTABILIZED STOCKPILE REMAIN AFTER SEVEN (7) CALENDAR DAYS. . 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED . REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND SHALL BE CLEANED OUT AND /OR REPAIRED AS REQUIRED BY THE CONTRACTOR. GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIALS, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR. OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ' ARE TO BE BACKFILLED . WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON .THESE PLANS, OR AS .DIRECTED BY OWNER'S ENGINEER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATION AGAINST . COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3 ALL ROUND STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III PER ASTM C76 UNLESS OTHERWISE NOTED ON PLANS. ELIPTICAL RCP SHALL BE CLASS HE =III PER ASTM C507. HDPE STORM PIPE SHALL MEET THE REQUIREMENTS OF ANSI /ASTM D1248 TYPE III, 4, CATEGORY 4 OR 5, GRADE P33 OR P34, CLASS C; CORRUGATED O.D., SMOOTH .WALL I.D., WITH GASKET D COUPLINGS. . PVC STORM PIPE, 15" AND LARGER SHALL CONFORM TO ANSI /ASTM . D3034, , TYPE PSM, SDR 35. UNLESS OTHERWISE NOTED. . 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H -20 LOADING.. 6. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. 7. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALL BE SAW -CUT EVEN WITH THE STRUCTURE WALL(S) : . GROUT AROUND, PIPES FOR WATER TIGHT AND SMOOTH FINISH. 1. 8. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS,. AND SIDEWALKS WITHIN PUBLIC RIGHT -OF -WAY, AND ANY OUTFALL SYSTEM SHALL BE WRAPPED WITH MIRAFI 14 FILTER FABRIC OR EQUAL FABRIC TO BE A MIN, OF 30" IN WIDTH WIDTH AND CENTERED ON PIPE JOINT. . 9-.ALL STORM DRAINAGE STRUCTURES DEEPER.THAN TEN (10) FEET SHALL HAVE LADDER BARS. TESTING AND INSPECTION REQU IREMENTS 1. THE STORM DRAINAGE. PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. . 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE. OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING 1. WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT TO THE TESTING SCHEDULE REQUIRED BY THE CITY OF, CLEARWATER. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL . HAVE A MINIMUM OF 36 INCHES OF COVER. 2.. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF PVC PIPE, ANSI /ASTM . D3034, TYPE PSM, SDR 35. PIPE JOINTS SHALL HAVE RUBBER, GASKETS PER ASTM D3212. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. . 3. ALL SANITARY SEWER WORK SHALL CONFORM TO CITY AND DEP REGULATORY STANDARDS AND SPECIFICATIONS. . 5. ALL SANITARY SEWER MANHOLES, CASTINGS, AND COVERS SHALL BE TRAFFIC RATED FOR H -20 LOADING. 6. THE CONTRACTOR SHALL REMOVE BY PUMPING, .OR OTHER DEWATERING MEANS APROVED BY THE ENGINEER, ANY WATER ACCUMULATED IN TRENCH EXCAVATION. 7. THE CONTRACTOR SHALL INSTALL ALL BRACING, SHEATHING, AND SHORING NECESSARY TO PERFORM AND PROTECT ALL EXCAVATIONS INDICATED ON THE PLANS, AS REQUIRED . FOR SAFETY OR AS DIRECTED BY THE ENGINEER, OR TO CONFORM TO GOVERNING SAFETY LAWS. 8. BACK FILL MATERIAL SHALL BE PLACED BY HAND FROM THE BOTTOM OF THE PIPE TO 1 INCH ABOVE THE PIPE AND SHALL BE.THOROUGHLY COMPACTED BY MECHANICAL HAND TAMPERS. FROM 1 INCH ABOVE THE PIPE TO THE SURFACE, BACK FILL MATERIAL SHALL BE PLACED IN 6 INCH LIFTS AND COMPACTED TO .100% T -99, OR AS DIRECTED BY THE ENGINEER. . ' 9.6"O SANITARY SEWER PIPE IN THE ROW SHALL . BE DUCTILE -IRON PIPE (DIP) AWWA C151, WITH CEMENT MORTAR LINING .COMPLYING WITH AWWA C104; PRESSURE CLASS 350 OR BETTER UNLESS OTHERWISE INDICATED. FITTINGS SHALL BE DUCTILE -IRON, .AWWA C110; 4, C 0 ' AND RUBBER- GASKET JOINTS AWWA C111. CEMENT LINED, AWWA 1 N , 10. SANITARY MANHOLES SHALL BE PRECAST CONCRETE, CONFORMING TO ASTM C 478, SIZED AS INDICATED ON SHEET C6.1. 11. SANITARY MANHOLES SHALL HAVE AN INTERIOR AND EXTERIOR. COATING OF AT LEAST 15 MILS DRY TICKNESS PROLO EP214 -351 EPDXI 1MASTIC OR KOPPERS BITUMASTIC BLACK SOLUTION 300M. ' 11 12. ADJUSTMENTS OF EXISTING INLETS, JUNCTION BOXES, .MANHOLE TOPS, WATER VALVES, WATER METERS. ETC., SHALL BE INCLUDED IN. THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. . 13.ALL NEW .SANITARY SEWER STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE PIPE(S). PIPE SHALL BE SAW -CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. 14. ALL BACKFILL OVER ANY PIPE STORM SEWER SANITARY SEWER OR WATERLINES N R ROADWAYS ( OR WITHIN THE EMBANKMENT NT OF THE ROADWAY THAT IS INSTALLED U DE E E , SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125 -8.3, LATEST EDITION.. 15. UNLESS NOTED OTHERWISE IN PLANS, NEW SANITARY SEWER PIPES WITHIN THE PROPERTY SHALL CONSIST OF POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D- 3034, TYPE PSM. SDR -35. PIPE JOINTS SHALL HAVE RUBBER GASKETS PER ASTM D -3212. . _ .. -.. , : .. . SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS TREE PROTECTION AND'PRESERVATION r' f. 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY NO GRADE CHANGES SHALL OCCUR WITHIN THE CANOPY DRIPLINEOF PINE TREES h THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN AND '2/3 THE CANOPY DRIPLINE OF HARDWOODTREES TO BE SAVED. - I; ADVANCE TO SCHEDULE INSPECTION. DEVELOPER 1 2. THE CONTRACTOR SHALL PERFORM EITHER AN INFILTRATION OR EXFILTRATION TEST ON WHEN THE SITE IS _ READY. FOR CLEARING, THREES SHALL BE PROTECTED FROM l: ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE DEP PERMIT. MAXIMUM . LAND CLEARING EQUIPMENT AND MATERIALS. ALLOWABLE LEAKAGE RATE: 200 GPD PER INCH PIPE DIAMETER. PER MILE, OR AIR d 11 . GENERAL NOTES AND SPECIFICATIONS' CLEARING AND GRUBBING NOTES 1. ALL DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION ` TO THE CITY OF CLEARWATER AND SWFWMD STANDARDS, SPECIFICATIONS, SOIL; DAMAGE ROOTS OR SCAR THE. TRUNK. GRADING OVER ROOTS' OR ADDING PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY ,` ' LAND DEVELOPMENT, ZONING AND /OR RELATED ORDINANCES. AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE BARRICADE SHOULD STAND AS A SIGNAL AGAINST CERTAIN PRACTICES: 3. MANHOLES SHALL BE INSPECTED FOR DAMAGE AND TESTED FOR WATERTIGHTNESS . THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. s 2. ALL ELEVATIONS: ARE REFERENCED FROM NORTH AMERICAN . VERTICAL NO DUMPING OF PETROLEUM PRODUCTS, HERBICIDES OF OTHER CHEMICALS AI HA REMOVED WITHOUT WRITTEN APPROVAL FROM NO TREES SHOWN TO REM N SHALL BE . , DATUM, 1988.. THE OWNER. I. 3. THE ' CONTRACTOR 'SHALL MAINTAIN A . COPY OF THE APPROVED PLANS AND 2. SITE CLEARING /STRIPPING: THE INITIAL SITE PREPARATION SHALL CONSIST OF CLEARING THE VEGETATION WITH THEIR ROOT SYSTEM AND THEN STRIPPING THE .SURFACE TOPSOIL PERMITS AT THE CONSTRUCTION SITE. THE AREA UNDERNEATH VALUABLE TREES AND INSIDE THE BARRICADE .SHOULD TO STOCKPILES FOR REUSE. EXISTING ASPHALT PAVEMENT SHALL BE STRIPPED AND !! 4. THE CONTRACTOR SHALL. NOTIFY ALL UTILITY COMPANIES AT LEAST REMOVED FROM THE SITE FOR RECYCLING. EXISTING LIMEROCK /SHELL BASE SHALL BE REMOVED TO STOCKPILES FOR REUSE. . ALL UNDERGROUND POWER, WATER, TELEPHONE LINES, ETC., SHOULD.. BE 48 HOURS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS. . .. OUTSIDE THE TREE'S DRIPLINE WHENEVER POSSIBLE. '' SHALL "CALL SUNSHINE" 1 -800 -432 -4770 A MINIMUM OF 2 DAYS 3: THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF. THE SITE NECESSARI AND AMAXIMUM- OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION. BY PAVEMENT. ROOTS OF THESE TREES SHOULD BE DEEP -ROOT FERTILIZED FOR CONSTRUCTION. DISTURBED AREAS SHALL BE SEEDED, MULCHED, OR :PLANTED WITH I BEFORE PAVING. OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. l :5. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF.OFF- SITI LANDSCAPE NOTES STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE 4' IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE 1. ALL LANDSCAPE MATERIAL SHALL. BE FLORIDA GRADE #1 OR BETTER, SELECTED. FROM WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. CEMENT MORTAR LINING COMPLYING WITH AWWA C104; CLAS 51 UNLESS OTHERWISE . PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, . AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER 5. AFTER . STRIPPING AND ROUGH GRADING THE SITE,. THE EXPOSED NEARSURFACE SOIL „ TING THIS WORK PRIOR TO CONSTRUCTION. FEATURES AFFECTING BENEATH THE CONSTRUCTION AREA, 12 MINIMUM, SHALL BE COMPACTED TO DENSITIES EQUIVALENT TO 98% OF MODIFIED PROCTOR, MAXIMUM DRY DENSITY (ASTM 6. 1. I THE. CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND D1557 OR AASHTO T180). DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING THE :OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE STRUCTURES. . PERFORMING ANY WORK IN THE AFFECTED AREA. _ 7. - , IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO CONNECT 7. IT ,IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. . PERMIT AND INSPECTION REQUIREMENTS OF .THE VARIOUS. GOVERNMENTAL 8' . THE CONTRACTOR. SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AGENCIES.. THE CONTRACTOR SHALL OBTAIN. AND PAY ALL NECESSARY AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL.OF ALL UNDERGROUND AN[ PERMITS AND LICENSES PRIOR TO CONSTRUCTION; AND SCHEDULE ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR . CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS 8, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ANY PRIOR TO DEMOLITION. DAMAGE TO EXISTING FACILITIES, ABOVE. OR BELOW GROUND TO A . 9. CONTRACTOR IS TO PROVIDE EROSION CONTROL SEDIMENTATION BARRIER HAY BALES CONDITION EQUAL .OR. BETTER THAT EXISTING COMMENCING. CONSTRUCTION SILTATION CU TAIN 0 PREVENT SILTATION OF ADJACENT PROPERTY STREETS R ) T , WORK THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY STORM SEWERS, WATERWAYS, .AND EXISTING WETLANDS. ST THE CONTRACTOR: 9. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT -OF -WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. . ' 10: THE CONTRACTOR SHALL SUBMIT` FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. S.W.F.W.M.D. / EROSION CONTROL NOTES ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY . TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE 1 1. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL DRAINS AND TO DITCHES OFFSITE DURING. CONSTRUCTION. SEE EROSION AND O CONSTRUCTION AND UTILITY CONNECTION POINTS PRIOR TO THE START F SILTATION CONTROL NOTES FOR ADDITIONAL INFORMATION. . NOTIFY THE ENGINEER AND OWNER OF ANY SHALL IMMEDIATELY NOT 2. TO REMAIN 0 SITE. THE CONTRACTOR IS DURING CONSTRUCTION SEDIMENT IS R N . DISCREPANCIES FOUND. RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION 12. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE TO PREVENT SOIL EROSION AND SILTATION. . AND WEARING SURFACE ARE CONSTRUCTED. LOCATION OF EXISTING UTILITIES . ARE APPROXIMATE. CONTRACTOR SHALL CONFORM TO THE INTENT OF THE 3. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO. , PLAN. ANY REQUIRED . CHANGES OR ADJUSTMENTS SHALL BE APPROVED BY THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. . THE ENGINEER BEFORE `INSTALLATION. 4. DURING CONSTRUCTION, -ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, 13. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER CONSTRUCTION PROGRESS. 1. LINES AND OTHER UTILITIES. 5. THE RETENTION AREA AND OUTFALL CONTROL STRUCTURE SHALL BE CONSTRUCTED i 14. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF FIVE . EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. .11 (5) FEET IN DEPTH, SHALL COMPLY WITH THE' OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S OSHA) TRENCH EXCAVATION SAFETY 6. THE RETENTION AREA SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL STANDARDS, 29 C,F.R.,. S.1926.650, SUBPART P, INCLUDING ALL STORM WATER DIRECTED .TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS SUBSEQUENT 'REVISIONS OR UPDATES TO THE STANDARDS AS .ADOPTED BY AND SILTATION FROM THE RETENTION. BASIN, FINE GRADE THE -FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPES REQUIRED AND SHOWN ON THE. DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY, (DLES). PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 15. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS . ARE 7. AFTER COMPLETION OF' THE PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR THE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASURE - OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED MENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. E R SHALL BE REGULAR MOWING OF THE SIDE SLOPES PLU S PERIODIC . INSPECTIONS AND CK THE OPENINGS IN THE REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK 16. `CONTRACTOR TO COORDINATE THE POINTS OF CONNECTION OF THE ' CONTROL STRUCTURE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE 8. ALL DISTURBED AREAS NOT SHOWN ON THE PLANS SHALL BE RESTORED TO NATURAL UNDERGROUND INFRASTRUCTURE Le. SANITARY SEWER, STORM. SEWER, NATURAL CONDITIONS OR BETTER, AND SODDED. WATER LINES, FIRE LINES, ETC :: TO 5' OUTSIDE OF THE BLDG(S). THE . PLUMBING CONTRACTOR TO CONNECT AND. MEET THE INVERT ELEVATIONS 9• ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL STABILIZED BY VEGETATION OR MATERIALS TO MINIMIZE EROSION AND PROTECT THE D OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5 OF THE .OTHER STORMWATER BASIN. B THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. BLDG: SHALL E H ALL WORK SHALL COMPLY WITH.. ALL APPLICABLE FEDERAL, STATE, AND 10. NOTE: LAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE P N . LOCAL CODES; ORDINANCES AND REQUIREMENTS. IMPROVEMENTS. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO. MAKE ADJUSTMENTS AND PROTECT OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE 17. THE OWNER WILL EMPLOY AND PAY FOR THE SERVICES OF AN LINES, POWER LINES, POWER SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR UNDERGROUND POWER CABLES AND EXISTING INDEPENDENT TESTING LABORATORY TO PERFORM SPECIFIED TESTING. .RETURN . CONCRETE WALKS, DUMPSTER. PADS, FENCE, HANDRAIL, VALVES,, HYDRANTS, GUY LABORATORY SHALL'. CONFORM TO APPLICABLE REQUIREMENTS OF ASTM WIRES, ELECTRIC BOXES AND PIPELINES. WHICH SHALL BE REPAIRED OR REINSTALLED C1077, ASTM D3740, ASTM D3666 AND ASTM E329. . THE TESTING LAB I AS INCIDENTAL TO THE COST OF WORK SHOWN HEREUNDER. I . IS TO SUPPLY THE ENGINEER WITH COPIES OF ALL PROCTOR AND 11. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT N COMPACTION TESTS, CONCRETE. TESTS, AND ASPHALT TEST RESULTS. THE CONSTRUCTION. FAILURE TO OR PROPERLY MAINTAIN THESE BARRICADES TESTING LAB. IS TO CERTIFY TO THE ENGINEER, IN WRITING, THAT ALL .INSTALL WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED TESTING REQUIREMENTS REQUIRED BY THE CITY OF CLEARWATER, HEALTH Q BY CHAPTERS 4OD -4 & 4OD -40 F.A.C. AND CAN RESULT IN A PENALTY NOT TO ` DEP AND/OR PINELLAS COUNTY FOR THE IMPROVEMENTS 'DEPARTMENT,.. / , EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION AS INDICATED ON THE CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. OCCURS CONSTITUTING A OFFENSE. 18. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,400 PSI (28. DAY ACCEPTANCE STRENGTH) UNLESS . MAINTENANCE. AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE OTHERWISE NOTED. FACILITY ,1 9. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. FERTILIZATION AND CO NTRACTOR SHALL BE RESPONSIBLE FOR 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER MAINTAINING THESE AREAS UP: TO AND INCLUDING THE INITIAL MOWING. SUBSTANCE THAN STORMWATER. g, ALL SITE/CIVIL WORK SHALL BE PERFORM ED AND FINISHED IN A 3 S WA LE AR EAS SHALL B E KEPT CLEA N AND FR EE OF ANY. OBSTRUCTIONS. I WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ENGINEER IN 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED ACCORDANCE .WITH THE BEST RECOGNIZED TRADE PRACTICES. IN ACCORDANCE WITH THE APPROVED PLAN. i 20, THE CONTRACTOR SHALL PROVIDE A CERTIFIED AS -BUILT RECORD SURVEY 1. AT :THE COMPLETION OF CONSTRUCTION SIGNED AND SEALED BY A OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM . PROFESSIONAL' LAND SURVEYOR. THE RECORD SURVEY. SHALL SHOW FINAL 11 S FO RETENTION. BASIN(S), CONTROL STRUCTURES INLETS & -GRADE R R O, THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM PIPE BOTTOM ELEVATIONS AND INVERTS LOCATIONS OF PIPES WITH TOP & BOTT , POND) FOR SILT .AND A SEDIMENTATION CONVEYANCE SYSTEM AND RETENTION P ) ND NEW UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. ALL E BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE SURVEY TO THE ENGINEER: ALLOW 7. DAY S FOR GENERAL REVIEW. THE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHALL BE 11; I AFOREMENTIONED RECORD SURVEY SHALL BE SUFFICIENT ENOUGH IN 0 DEBRIS. THE OWNER . SHALL BE RESPONSIBLE KEPT MOWED AND FREE F DETAIL TO BE ACCEPl'ABLE BY AGENCIES HAVING JURISDICTION THAT : TO MAKE SURE THAT TO THE BEST OF HIS ABILITY. NOTHING ENTERS THE REQUIRE CERTIFICATION OF SUBSTANTIAL COMPLETION. SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING I CAPABILITIES OF THE SYSTEM, E.G. GASOLINE, OIL, GREASE, CHEMICALS, ETC. 11 1. 21; IN ADDITION TO THE RECORD SURVEY, THE CONTRACTOR SHALL .FURNISH 1. .COPIES OF TEST RESULTS INDICATING ASPHALT THICKNESS AND DENSITY, 1. - LIMEROCK BASE. LBR, THICKNESS AND COMPACTION TESTS, AND . 11 . SUB -BASE COMPACTION: 22.THE5E : DEVIATIONS FROM T PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE REJECTED. NPDES NOTIFICATION DEVIATIONS SHALL ..RECEIVE WRITTEN APPROVAL FROM THE ENGINEER (National Pollutant Discharge Elimination System) BEFORE INSTALLATION. ' 23, ALL NECESSARY PERMITS AND LICENSES SHALL BE OBTAINED AND PAID ATTENTION: THE EROSION /SEDIMENTATION LOCATIONS AND DETAILS .SET FORTH IN THIS SITE BY. THE CONTRACTOR. PLAN HAVE BEEN DEVISED BY THE PROJECT ENGINEER TO MEET THE REQUIREMENTS OF THE FEDERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PROGRAM. FAILURE 24. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTALS) AND TO MAINTAIN THESE CONTROLS, OR AN ILLICIT DISCHARGE RESULTING FROM THEIR FAILURE PERMITTING. WILL LIKELY RESULT iN FINE CITATION. 1. . SEC. 58 -239 OF THE PINELLAS COUNTY CODE AUTHORIZES PENALTIES OF UP TO $5,000.00 • 25. IF DEWATERING IS REQUIRED DURING CONSTRUCTION. CONTRACTOR SHALL APPLY FOR FOR EACH OFFENSE. "GENERIC PERMIT FOR THE DISCHARGE. OF PRODUCED GROUND WATER FROM ANY I NON- CONTAMINATED SITE ACTIVITY ". FDEP 62- 621.300(2). 26. CONTRACTOR SHALL PROVIDE A SUITABLE ON -SITE WASH DOWN AND CONCRETE DISPOSAL AREA TO THE ENGINEER OF RECORD. DISPOSAL OF CONCRETE SLURRY DIRECTLY OR . INDIRECTLY INTO PUBLIC . DRAINAGE SYSTEMS IS A. VIOLATION OF THE "ILLICIT DISCHARGE" PROVISION OF THE PINELLAS. COUNTY LAND DEVELOPMENT..CODE. . SECTION 58 -239 OF THE PINELLAS COUNTY CODE AUTHORIZES PENALTIES OF UP TO $5,000.00 FOR EACH .OFFENSE. I CONTROL NOTES EROSION AND SILTATION CO SEDIMENT TRAPPING MEASURES: SEDIMENT B BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER . MEASURES INTENDED TO TRAP SEDIMENT AND /OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS., 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH. THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE: IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND . CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON -SITE DRAINAGE CONTROLS WHICH . . PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN .NO CASE SHALL UNSTABILIZED STOCKPILE REMAIN AFTER SEVEN (7) CALENDAR DAYS. . 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED . REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND SHALL BE CLEANED OUT AND /OR REPAIRED AS REQUIRED BY THE CONTRACTOR. GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIALS, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR. OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ' ARE TO BE BACKFILLED . WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON .THESE PLANS, OR AS .DIRECTED BY OWNER'S ENGINEER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATION AGAINST . COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 3 ALL ROUND STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III PER ASTM C76 UNLESS OTHERWISE NOTED ON PLANS. ELIPTICAL RCP SHALL BE CLASS HE =III PER ASTM C507. HDPE STORM PIPE SHALL MEET THE REQUIREMENTS OF ANSI /ASTM D1248 TYPE III, 4, CATEGORY 4 OR 5, GRADE P33 OR P34, CLASS C; CORRUGATED O.D., SMOOTH .WALL I.D., WITH GASKET D COUPLINGS. . PVC STORM PIPE, 15" AND LARGER SHALL CONFORM TO ANSI /ASTM . D3034, , TYPE PSM, SDR 35. UNLESS OTHERWISE NOTED. . 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H -20 LOADING.. 6. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. 7. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALL BE SAW -CUT EVEN WITH THE STRUCTURE WALL(S) : . GROUT AROUND, PIPES FOR WATER TIGHT AND SMOOTH FINISH. 1. 8. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS,. AND SIDEWALKS WITHIN PUBLIC RIGHT -OF -WAY, AND ANY OUTFALL SYSTEM SHALL BE WRAPPED WITH MIRAFI 14 FILTER FABRIC OR EQUAL FABRIC TO BE A MIN, OF 30" IN WIDTH WIDTH AND CENTERED ON PIPE JOINT. . 9-.ALL STORM DRAINAGE STRUCTURES DEEPER.THAN TEN (10) FEET SHALL HAVE LADDER BARS. TESTING AND INSPECTION REQU IREMENTS 1. THE STORM DRAINAGE. PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. . 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE. OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING 1. WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT TO THE TESTING SCHEDULE REQUIRED BY THE CITY OF, CLEARWATER. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL . HAVE A MINIMUM OF 36 INCHES OF COVER. 2.. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF PVC PIPE, ANSI /ASTM . D3034, TYPE PSM, SDR 35. PIPE JOINTS SHALL HAVE RUBBER, GASKETS PER ASTM D3212. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. . 3. ALL SANITARY SEWER WORK SHALL CONFORM TO CITY AND DEP REGULATORY STANDARDS AND SPECIFICATIONS. . 5. ALL SANITARY SEWER MANHOLES, CASTINGS, AND COVERS SHALL BE TRAFFIC RATED FOR H -20 LOADING. 6. THE CONTRACTOR SHALL REMOVE BY PUMPING, .OR OTHER DEWATERING MEANS APROVED BY THE ENGINEER, ANY WATER ACCUMULATED IN TRENCH EXCAVATION. 7. THE CONTRACTOR SHALL INSTALL ALL BRACING, SHEATHING, AND SHORING NECESSARY TO PERFORM AND PROTECT ALL EXCAVATIONS INDICATED ON THE PLANS, AS REQUIRED . FOR SAFETY OR AS DIRECTED BY THE ENGINEER, OR TO CONFORM TO GOVERNING SAFETY LAWS. 8. BACK FILL MATERIAL SHALL BE PLACED BY HAND FROM THE BOTTOM OF THE PIPE TO 1 INCH ABOVE THE PIPE AND SHALL BE.THOROUGHLY COMPACTED BY MECHANICAL HAND TAMPERS. FROM 1 INCH ABOVE THE PIPE TO THE SURFACE, BACK FILL MATERIAL SHALL BE PLACED IN 6 INCH LIFTS AND COMPACTED TO .100% T -99, OR AS DIRECTED BY THE ENGINEER. . ' 9.6"O SANITARY SEWER PIPE IN THE ROW SHALL . BE DUCTILE -IRON PIPE (DIP) AWWA C151, WITH CEMENT MORTAR LINING .COMPLYING WITH AWWA C104; PRESSURE CLASS 350 OR BETTER UNLESS OTHERWISE INDICATED. FITTINGS SHALL BE DUCTILE -IRON, .AWWA C110; 4, C 0 ' AND RUBBER- GASKET JOINTS AWWA C111. CEMENT LINED, AWWA 1 N , 10. SANITARY MANHOLES SHALL BE PRECAST CONCRETE, CONFORMING TO ASTM C 478, SIZED AS INDICATED ON SHEET C6.1. 11. SANITARY MANHOLES SHALL HAVE AN INTERIOR AND EXTERIOR. COATING OF AT LEAST 15 MILS DRY TICKNESS PROLO EP214 -351 EPDXI 1MASTIC OR KOPPERS BITUMASTIC BLACK SOLUTION 300M. ' 11 12. ADJUSTMENTS OF EXISTING INLETS, JUNCTION BOXES, .MANHOLE TOPS, WATER VALVES, WATER METERS. ETC., SHALL BE INCLUDED IN. THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. . 13.ALL NEW .SANITARY SEWER STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE PIPE(S). PIPE SHALL BE SAW -CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. 14. ALL BACKFILL OVER ANY PIPE STORM SEWER SANITARY SEWER OR WATERLINES N R ROADWAYS ( OR WITHIN THE EMBANKMENT NT OF THE ROADWAY THAT IS INSTALLED U DE E E , SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125 -8.3, LATEST EDITION.. 15. UNLESS NOTED OTHERWISE IN PLANS, NEW SANITARY SEWER PIPES WITHIN THE PROPERTY SHALL CONSIST OF POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D- 3034, TYPE PSM. SDR -35. PIPE JOINTS SHALL HAVE RUBBER GASKETS PER ASTM D -3212. . _ .. -.. , : .. . SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS TREE PROTECTION AND'PRESERVATION r' f. 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY NO GRADE CHANGES SHALL OCCUR WITHIN THE CANOPY DRIPLINEOF PINE TREES h THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN AND '2/3 THE CANOPY DRIPLINE OF HARDWOODTREES TO BE SAVED. - I; ADVANCE TO SCHEDULE INSPECTION. DEVELOPER 1 2. THE CONTRACTOR SHALL PERFORM EITHER AN INFILTRATION OR EXFILTRATION TEST ON WHEN THE SITE IS _ READY. FOR CLEARING, THREES SHALL BE PROTECTED FROM l: ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE DEP PERMIT. MAXIMUM . LAND CLEARING EQUIPMENT AND MATERIALS. ALLOWABLE LEAKAGE RATE: 200 GPD PER INCH PIPE DIAMETER. PER MILE, OR AIR TESTS CONFORMING TO ASTM F1417 FOR PLASTIC PIPE. * THE AREA AROUND THE TREE PROTECTED BY.THE BARRICADE - SHALL KEEP . TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY AND ENGINEER FOR EQUIPMENT. AND MATERIALS OFF THE TREE ROOTS WHICH CAN COMPACT THE APPROVAL: COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S SOIL; DAMAGE ROOTS OR SCAR THE. TRUNK. GRADING OVER ROOTS' OR ADDING RESPONSIBILITY. FILL (MORE THAN 4 INCHES). CAN. KILL MOST .TREES IN :FLORIDA. . . THE BARRICADE SHOULD STAND AS A SIGNAL AGAINST CERTAIN PRACTICES: 3. MANHOLES SHALL BE INSPECTED FOR DAMAGE AND TESTED FOR WATERTIGHTNESS . NO STORAGE OF EQUIPMENT OR MATERIALS INSIDE THE BARRICADE:... . (MIN 2FT . HEAD ABOVE RIM MAINTAINED FOR 2 HOURS OR VACUUM TEST NO DUMPING OF PETROLEUM PRODUCTS, HERBICIDES OF OTHER CHEMICALS . METHOD ASTM C1244) PRIOR TO PLACING INTO SERVICE. INSIDE THE BARRICADE. . . NO BURIAL OF DEBRIS WITHIN .100' OF .BARRICADES: THE CONTRACTOR SHALL BE RESPONSIBLE.' FOR TESTING ALL SANITARY SEWER MAINS AND NO FIRES WITHIN .1.0 YARDS OF . BARRICADES. . 4. WATER MAINS IN ACCORDANCE WITH CURRENT STANDARDS OF THE CITY OF CLEARWATER AND THE AREA UNDERNEATH VALUABLE TREES AND INSIDE THE BARRICADE .SHOULD PINELLAS COUNTY PUBLIC HEALTH UNIT. .CONTRACTOR SHALL NOTIFY THE CITY OF BE CLEARED . OR WORKED WITH HAND TOOLS. CLEARWATER AND PINELLAS COUNTY PUBLIC HEALTH UNIT AND THE OWNER OR HIS . ALL UNDERGROUND POWER, WATER, TELEPHONE LINES, ETC., SHOULD.. BE AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS. . .. OUTSIDE THE TREE'S DRIPLINE WHENEVER POSSIBLE. DON'T ALLOW EXISTING TREES TO STAND. IN WATER. SUBMERSION OF THE .ROOTS 1 A A I. TREES WHICH WILL BE SURROUNDED FOR PERIODS UP TO 0 DAYS CAN K LL EE WATER SYSTEM NOTES - BY PAVEMENT. ROOTS OF THESE TREES SHOULD BE DEEP -ROOT FERTILIZED I BEFORE PAVING. 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF .36 INCHES OF .COVER. . 1. 2. ALL WATER SYSTEM WORK SHALL CONFORM TO CITY AND HEALTH LANDSCAPE NOTES DEPARTMENT GUIDELINES AND SPECIFICATIONS. " 3. NEW WATER MAINS 4 AND LARGER SHALL BE DUCTILE -IRON PIPE (DIP) AWWA C151, WITH 1. ALL LANDSCAPE MATERIAL SHALL. BE FLORIDA GRADE #1 OR BETTER, SELECTED. FROM CEMENT MORTAR LINING COMPLYING WITH AWWA C104; CLAS 51 UNLESS OTHERWISE . PINELLAS COUNTY APPROVED SPECIES LIST. I .: I. . I;. F t f. I I i� 1. I'. r,; t I INDICATED. NEW WATER MAINS SMALLER THAN 4" DIAMETER SHALL BE PVC PIPE AND DRI 2. REQUIRED SHADE TREES SHALL BE A MINIMUM OF 10' HIGH, 2.5" CALIPER AT THE TIME OF 18 OR EQUIVALENT, MEET THE REQUIREMENTS OF ASTM D2241 AND D1784, UNLESS PLANTING. TO PROMOTE DIVERSITY 'AT LEAST 3 DIFFERENT SPECIES SHALL BE UTILIZED. OTHERWISE NOTED. ALL GATE VALVES TO BE RESILIENT SEAT. ALL WATER . SYSTEM ' MODIFICATIONS AND CONSTRUCTION SHALL BE IN ACCORDANCE .WITH THE CITY OF ENGINEER OF RECORD CLEARWATER WATER SYSTEM STANDARDS AND SPECIFICATIONS. 3. REQUIRED ACCENT TREES SHALL BE A MINIMUM OF 8' HIGH, 2" CALIPER AT THE TIME OF PLANTING. 4. WATER SERVICE PIPING LESS THAN 1 -1/2 INCH DIAMETER SHALL BE GRADE 1, TYPE1, . SCHEDULE 40 PVC PER ASTM D1785, WITH. JOINTS COMPLYING .WITH ASTM D2466. .. REQUIRED HEDGES IN THE PERIMETER BUFFER SHALL BE A MINIMUM OF 18 -24" HIGH 0. N 5. ALL FITTINGS 2" AND. SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED AT THE TIME OF PLANTING;. PLACED AT 30" O.C., AND MAINTAINED AT 36" IN. HEIGHT. �+ pQ � W cm SLEEVE TYPE JOINTS. INTERIOR SHRUBS SHALL BE A MINIMUM OF 14 -24" HIGH, PLANTED. AT 30 " -O.C., to( � � WITH A 3 GALLON MINIMUM. U)" ,, r °m N z 6. ALL 'FITTINGS 2 AND SMALLER :SHALL BE SCHEDULE 40 : PVC WITH SOLVENT WELDED I N ti i5 SLEEVE TYPE JOINTS. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED. IN THE W.v . �; to 4. THE BUFFER MUST BE A MINIMUM OF 5' WIDE. �''' z. e M 5 PERIMETER BUFFER.. .m tt�st r,, ALL GATE .VALVES 2" AND LARGER SHALL. BE RESILIENT SEAT OR RESILIENT WEDGE � 0- E z 0" 71 . /' � °4ui N Zg TYPE COMPLYING WITH AWWA C509. MIN WORKING PRESSURE 200 PSI UNLESS . NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVEMENT BY WHEEL z m S INDICATED, AND SHALL BE UL FM LISTED. 5. W z :. R 049• �� .Yom. V•° 7,. OTHERWI E IN / STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER. WHERE POSSIBLE, THE AREA o y o E ARRIER AND LANDSCAPING MATERIAL SHOULD REMAIN .AS GREENSPACE.. LU0 . ,_ m � •' � ` ' '� >'.- BETWEEN TH B >,� 8. VALVE BOXES APPROVED BY CITY SHALL BE PROVIDED FOR ALL VALVES INSTALLED . O,§ 2 v.W... �d' .w UNDERGROUND. THE BOX SHALL BE ADJUSTABLE TO FIT THE DEPTH OF COVER .OVER 6. IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH. 0 L z'� ;q W� w THE VALVE AND SHALL PREVENT THE TRANSMISSION OF SURFACE LOADS DIRECTLY TO AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT �� = 4 iu `r'•, t M--"''4 THE VALVE OR PIPING. THE VALVE BOX SHALL BE PROVIDED WITH A COVER MARKED � -°� w N s�^ - 01A � " 7 APPLICATION AND LOW EVAPORATION. AND MUST HAVE A RAIN SENSOR a _ .- u, �12 N (D, . 'WATER-, WHICH SHALL BE CONSTRUCTED SO AS TO PREVENT TIPPING OR RATTLING. DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF 0 W .r ' F .k ..02. •. . o co E = ,, THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. A P M. . �� 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE WATER SUPPLY SHALL BE PIPED TO: EACH INDIVIDUAL "PLANTER ISLAND; M 6 N M U) 3 • � 7 , � , ;o• APPROVED BY THE CITY UTILITY AND FIRE MARSHALL. AND IN NO CASE, SHALL ANY PLANTED .VEGETATION AREA BE MORE �- "I .. • W. o.> . 8. > 's.. . * z w 1 . ELLS OPE z 0 WATER SUPPLY HOSE BIBB. SHALLOW W N THAN 50 FROM A W n 0 �.� - x 10-THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER (%�0 co o %W SURFACE WATER BODIES, OR RECLAIMED WATER SHALL BE USED.. o � w , s W SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. (UNLESS UNAVAILABLE) AS A SOURCE OF IRRIGATION WATER. .J B 11: BACK FILL MATERIAL SHALL . BE PLACED BY HAND FROM THE BOTTOM OF THE PIPE TO AU I OMATIC .IRRIGATION . SYSTEMS SHALL BE. OPERATED BY AN IRRIGATION : _ 6 o z CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES ad % . 1 INCH ABOVE THE PIPE AND SHALL BE THOROUGHLY COMPACTED BY MECHANICAL CONTROLLER C LE ,� u`� HAND TAMPERS. FROM 1 INCH ABOVE THE PIPE TO THE SURFACE, BACK FILL OF HIGH AND LOW WATER DEMAND` AREAS. � _ �.. . MATERIAL SHALL . BE : PLACED IN 6 INCH LIFTS AND COMPACTED TO 100% T 99, OR CONTROLLERS SHALL HAVE. MULTIPLE. CYCLE START CAPACITY AND 'A . , AS DIRECTED BY THE ENGINEER. FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL 1. OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. Date issued: 12-THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE PIPE TO ALL IRRIGATION LINES AND HEADS SHALL BE MAINTAINED AT A MINIMUM 08/18/2005 ENSURE DIFFERENTIATION FROM POTABLE WATER PIPING. DISTANCE OF ONE FOOT AWAY FROM ALL STRUCTURES. Project Number: 05 -14. . 13.HYDRANTS: FIRE HYDRANTS SHALL BE THE FOLLOWING: * ANY AND ALL USE OF HOSE BIBBS .IN ASSOCIATION. WITH NON - POTABLE_WATER HALL: BE IN FULL COMPLIANCE WITH SBCCI . STANDARD PLUMBING . CODE Designed by: KR Kennedy Guardian #K -81A Fire Hydrant, SUPPLIES S Number CHAPTER. VI CRITERIA ,REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING. AND ,.Revised b Mueller Centurion Fire Hydrant Catalog Num y - U.S. Pipe Metropolitan LABEL /TAGGING OF. OUTLETS AS NON - POTABLE WATER SUPPLY. . . Drawn by: AZ 14. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE 9. IRRIGATION SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIERE IRRIAGTION, . SUCH AS.- APPROVED BY THE CITY UTILITY AND FIRE MARSHALL. PAVED AREAS, ARE NOT ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY . LOW NEED AREAS. G WATER 'DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY :A Revisions 10.H1 Fi WATER SYSTEM TESTING AND SEPARATE .IRRIGATION ZONE THAN. LOW WATER NEED AREAS, SUCH AS PLANTER BEDS, , OR MULCHED AREAS .WITH TREES. No: Date Description . AND INSPECTION REQUIREMENTS 106107107 CITY COMMENTS 11.SHA�LOW WELLS, OPEN SURFACE WATER BODIES,. RECLAIMED: WATER SHALL BE. USED AS ". 1 A SOURCE OF IRRIGATION WATER. THE DISTRIBUTION SYSTEM FOR IRRIGATION MUST NOT BE: q. ;ALL COMPONENTS OF THE WATER SYSTEM, :INCLUDING FITTINGS; HYDRANTS, CONNECTION; 2 CONNECTED TO COUNTY OR MUNICIPAL - WATER SOURCES, UNLESS IT CAN BE .DEMONSTRATED AND VALVES SHALL. REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED . THAT THESE SOURCES_ ARE NOT AVAILABLE. BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER 3 DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER 2 T EES PLANTED UNDER OVERHEAD OBSTRUCTIONS i.e. POWER LINES MUST :BE CHOSEN DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF 'PERFORMING TESTS. 1 R ( ) `I FROM A SPECIES ON THE PINELLAS COUNTY APPROVED SPECIES LIST THAT IS. 2, NEW WATER MAINS WITH THE SPATIAL /HEIGHT RESTRICTION. : 5 1. . AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND 13.PROTECTIVE BARRIERS :SHALL .BE PLACED AROUND ALL PROTECTED TREES PRIOR TO 6 1. CONSTRUCTION. ACTIVITIES AND SHALL REMAIN IN PLACE DURING CONSTRUCTION. SPECIFICATIONS. CONTRACTOR TO PERFORM .CHLORINATION. SAMPLING OF NEW WATER MAINS COUNTY PUBLIC UNIT REQUIREMENTS AND RESULTS 7 SHALL CONFORM WITH C NTY BLIC HEALTH Q FORWARDED. TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM 8 BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED . AND A RELEASE FROM COUNTY. PUBLIC HEALTH UNIT HAS BEEN ISSUED. IRRIGATION NOTES 9 THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRIGATION :SYSTEM. TO . WATER/SEWER CLEARANCE REQUIREMENTS COVER 100% OF ALL NEW ON SITE PLANTING AREAS. THIS SYSTEM . . � PRELIMINARY SET . . VERTICAL CLEARANCE AT CROSSING& SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING: A MINIMUM .VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE . UPPER PIPE UNDERGROUND PIPING SHALL BE PVC SCHEDULE 40 OR BETTER: 1. N AND THE CROWN OF THE LOWER. PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE PERMITTING SET ..® SEWER JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING . 2. SEVEN (7) . DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. .. . WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SPRINKLER .HEADS COMPATIBLE WITH THE TYPE OF PLANTING. SEPARATION CANNOT BE MAINTAINED, A SECTION OF DUCTILE IRON PIPE SHALL BE PLACED 3'. .. CENTERED ON THE POINT OF CROSSING FOR A MINIMUM OF 10 FEET ON EITHER SIDE OF 4. ELECTRIC VALVES. : CONSTRUCTION SET THE CROSSING. 5. GAUGE •14 OF .COPPER WIRE. . . . HORIZONTAL SEPARATION BETWEEN PARALLEL LINESs 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES: Project. Name A) GRAVITY SANITARY .SEWERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED .. FROM ANY EXISTING OR PROPOSED WATER' MAIN. THE DISTANCE. SHALL . BE . MEASURED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. FROM EDGE TO EDGE. IN CASES WHERE IT IS . NOT PRACTICAL TO MAINTAIN A 1O -FT - . .. . N SEPARATE TRENCH OR ON AN AL BE. EQUAL TO THOSE MANUFACTURED BY RAINBIRD OR SEPARATION, THE WATERMAIN SHALL BE INSTALLED I A. SEPARA MATERIALS SUPPLIED SHALL Q OCEi4N .. VI EAU' UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION APPROVED EQUAL: . SO THAT THE BOTTOM OF THE. WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE CONTRACTOR .SHALL SUBMIT A SYSTEM LAY -OUT ALONG WITH CATALOG SHEETS OF ALL APARTMENTS` THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE STAGGERED. . . COMPONENTS IN THE 'SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. . B FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FT. HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. . THE ENTIRE ;SYSTEM: SHALL BE GUARANTEED BY THE CONTRACTOR. FOR ONE YEAR FROM . . 1. . THE DATE OF ACCEPTANCE BY THE OWNER. .. . PAVING NOTES .. Pro•ecf Address ; 1.... , UNDERDRAIN AND FILTER MEDIUM SPECIFICATIONS 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT TI PATTERN T T ENGINEER FOR APPROVAL. A PROPOSED JOINTING P E 0 HE E . 1. FILTER MATERIAL FOR . UNDERDRAIN SPECIFICATION . ` DOT INDEX No. 28 6• REF F N 300 N. OSCE ( ) OLA AV 2, THE. CONTRACTOR IS TO PROVIDE 1/2 PREFORMED BITUMINOUS EXPANSION JOINT C MATERIAL WITH SEALER;. AT ABUTMENT- OF NEW CONCRETE NAND: ANY EXISTING SILICA SAND FOR USE AS FILTER MATERIAL FOR UNDERDRAINS SHALL MEET THE E. REQUIREMENTS OF 902 -1 AND 902 -2. THE AGGREGATE SHALL BE CLEARW�►TER STRUCTURE OR CONCRETE PAVEMENT. REASONABLY FREE OF ORGANIC .MATTER AND OTHER- DELETERIOUS .MATERIALS. THE GRADATION REQUIREMENTS. OF. 902- -2.1 SHALL APPLY EXCEPT THAT NO 3, ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE WITH FL 33750 N C CATIONS 971- 2. MORE THAN 2% SHALL PASS THE No. 200 SIEVE. 5 FDOT STA DARD SPE IFI 1 . . 4i THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL AROUND THE PIPE WHEN THERE SHALL BE NO MORE THAN 1 % OF SILT, CLAY AND ORGANIC MATTER. . THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR THE AGGREGATE. SHALL HAVE A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER,. AND THAT. 10% DIAMETER SHALL BE No. 70 TO 35 SIEVE. THE UNIFORMITY . BELL IS LESS THAN TWELVE 12 INCHES: EL E ( ) COEFFICIENT SHALL . BE DETERMINED BY THE RATIO D60 DIVIDED BY D10, .WHERE. Title I 11 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC D60 AND D10 REFER TO. THE PARTICLE DIAMETER CORRESPONDING TO 60 AND: .Drawing . DESIGN STANDARDS." 10% OF THE. MATERIAL WHICH IS FINER BY DRY WEIGHT. . 6. PAVEMENT IN THE R.O.W. SHALL CONSIST OF 1 -1/2" ASPHALT, TYPE S -3, ON :8" 2. THE PERFORATED PIPE. SHALL CONSIST OF POLYVINYL CHLORIDE .(PVC) .CONFORMING . SITE LIMEROCK OR CRUSHED CONCRETE BASE (MIN LBR 100) COMPACTED TO 987. OF - .. i F MAXIMUM TO ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMETER PER MAXIMUM DENSITY, ON 12 SUB BASE (MIN LBR 40) COMPACTED TO. 98 0 0 M ..PER LINEAR FOOT OF .PIPE AND BE ON THE BOTTOM 135 OF THE PIPE. CONSTRl1CTION ' DENSITY PER AASHTO T -180. -3 E FDOT. STD INDEX No. 199. THE . 7.EXISTING PAVEMENT SHALL BE SAW -CUT WHERE NEW PAVEMENT IS TO BE 3. FILTER FABRIC .ENVELOPE SHALL BE TYPE, D PER SPECIFIC�►TIONS INTERNAL FILTER FABRIC SHALL HAVE A PERMITTIVITY OF 0.7 /SEC:. AND AN. ADS OF #40 ' . ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. SIEVE, AND SHALL OVERLAP INTO THE FINE AGG A MIN OF 1'. 4. THE CONTRACTOR' SHALL PROVIDE DEWATERING MEASURES .AS REQUIRED DURING THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS. . . .: Drawing Number . 5. THE. CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL .THE ENGINEER . WORK WITHIN RIGHT OF WAY NOTE HAS VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA. ,,: ALL WORK WITHIN BOTH THE PINELLAS COUNTY AND CITY OF CLEARWATER RIGHTS OF WAY 6. SWFWMD REQUIRES AS -BUILT CERTIFICATION BY THE ENGINEER ;FOR THIS FILTER ,` ,! I REQUIRES A RIGHT OF WAY PERMIT. THE CONSTRUCTION WITHIN THE R.O.W. MUST MEET SYSTEM. TEST REPORTS FROM AN APPROVED LABORATORY. ON GRADATION AND : lI ^I ? 4i_ 5 .. COUNTY OR CITY STANDARDS AS APPLICABLE. PERMEABILITY SHALL BE INCLUDED IN THE AS -BUILT SUBMITTAL FROM THE CONTRACT 3 1 z. -.,. ., . .ti v U! p�IJlill�iltliF�� WALL O REMAIN { o�L" �� Q TERL Y(D) � 9 "Tree O �- o�� + O o Q -F °' o w 0 °'W. F 705'?- D �° �� h� 1 5' & 10 ' +ti IX �� O �+ Ex. column OTree ` EX: MASONRY i �� • CJ D ( > w O ® ® m ® ®, a +x� N WALL TO �� h + +� DEVELOPER �/ 68 F �O . SEX. CONC WALP�. coG? ��+ 0� 1� ^�O - + 1� 01 REMAIN �O d / �.OEX..DR.AIN . a a <�.5 rJ' �. -I �o' A. �1' ��' + I tx 10.0 + + SANI--ARY MANHOLE - �� 1 J�J�. %'/ EX. ROOM TO B Obi APPROX. DRIP ROOT RIM EL 25.78 � G REMOVED + 7uNE g„ RUNNING �I CONCRETE �, N lE = 22.98 o 167. z WALL To N 90 °00'DD "W. 9" rxA O PER "'00 1 �,h ��3'(F� X67 85'(D� � ��2„ „ W �t 24.02 X. SOD- 'FO / MAIN ° 24 - o REMAIN �� + + 7.45 E O 1 6 .3 �. �.O ® ® eO WM A 77 ilk L EX. UP&GUY °a/ / / / I . / �O I; / / / / V / �� j, / / �.� - ANCHOR TO 873 -f-%> n 1 3 / o / / / / r ,� /� / /� ' N BE REMOVED v c� o0 6 ste // I � 9� ;• / g � B /-EX. CONC. 867 �(D) �o :'� .3%. 7' Q a 0 Ex.S' -- / / / II .� Q / / �/MEDIAN TO BE / / I ' ^� JX. on OVED SAW cuE C� �' MATCH EX. - 1 EX. CDNCRET FENCE / . a VAULT / /. / / / / "D 1 .3 CONC. a Cluster L 00 7WX10LX6.5'D /II�� / ' I// / / /' - `L 6 1 -i-.� O �,,ROOF SEAWALL LEHT1 1 T o Q CT + ,. 15 /o� / _/ / o / / CAP TO = — — _ — REM.... �. I Z CT Ex. CATV- — — — � — �J� / / X. DRAT / �� o�T ° / / �'/ � / / , �o , / % / / o� •+— �•- •?-^ �'7 ,� 1 EX. Eft 'O �, ` /// �. �� 9 0 / / / ,10 / ' EX.DRAIN / `L� / / `L�. / �. / / / - h 1 REMAIN TELEPHONE ,�: Re Ex. CAN o 0 1 RISER I0 `b / / / / ENGINEER OF RECORD O > � �' o• w• ,moo+ / / / / / / / / / / / / / / / / / / � � > < < EX. DRAT I / / / / / O -- flw� �• 15 / /�� / / /o / / .. / / / nn�•/ / / / / 1 rig IIJ.1. — w. CT - ( / + / / / / / / /V / / / +V / / /+ V / / I z V N N 0 CD 1 / / / / EX. ASPHALT + / i / _ W BASE PAVEMENT TO Ex. CATV N O 050 / � o +` c20 +°� 4O ��y0 CT / / / / / / / / / / / / / / a: [ . w 14 CT BE REMOVED AND 10 W�,WvY' li�'zr a.X o EX.OVERHEAD' / / j / REPLACED Q / / / / / / o �/ / / ' I it, z .,yM. I- U) p 3 �`' F-^ LIGHTWEIGHT / / / / / /D� / / �/ / / 8 / / / �/ / / h I > _ .E .; ` a f �m EX. DRAIN / / O / ^� i / �oj/ / �i O`er % L z a $ �. EX. ROOF %< o CORRUGATED DECK FIOOd Zone AE / / o / / /,�� / �o / / �� / ��, / / — �°o 0 oN � ,. U1 W m AND ROOF / _- _ LEAD EL 12 — ,— , /- — �� ti � 1 � w� � > (� a 1 PEDESPTRIAN ( ) / / / / j t /— •"a / / / T: / �`? — �. �- w �. u. , . o O o WALKWAY TO BE / / — — — _ O ,c O . - _• �:° / I.. I• Ex. METAL I:1/ / II / / or z �• 1 %�,�� Q .. aW L - �• % / EX. METAL / a 'CANOPY TO BE / CONC.MEDIAN ; / — + Q o.;, .. o� Ex. CATV 20� s / I/ / / r / I i / Q 1 - =,,N a•, •• q 16 + + / / / ! SUPPORT POST ( REMOVED `' E RE OVER / / / G. W ti a � o 0014 15 CT 20' �� Q � N / / 9 TYP. TO . B E V / / / / I / Q / I I i . / 8 / z 1 D- J 3 � EX. SOD TO CT 3 9, CT ,�O• �� /Ia. / .� 1 / / �eV / CJ % I ��. • 23 a / / / / REMOVED / / / / / / -Q o W o z } � REMAIN 17 / / / r / / (.) / ° I� / I IIi / / / 1 �c�i W Q W a. �/. A. METAL / / / j / �/ 5 / o j / �: .j ` / / /. U I J� J. B ° 61 37.6 18 CT SUPPORT POST A / / �, / / � 1 1 ^� / / � I ' 11 / I I/ � / / I N � . 0 + (TYP.) TO BE / / �o / / 1 - �, �L /� . �" t _! '` `� —/� >. / z ] �- 1 W +� REMOVED / 1b, i T. a o e a o� ' �/ J 2 o -00 o 1 Flood Zone VE / a Aa m h O =wa SILT FENCE TO / / ��'. < . SW '. ..`O'� , a. .a SW �°�. SW ' : ��; ,Sw ��' ti o :Q x Date issued: 02 2 REF BE . MAINTAINED 0� E L 4 / 1 / / 7 T , _ _° �•--` /•� /-�- h / o" w / w c� 1 1 8/2007 LINE THROUGHOUT / i/ / / / / / / / i / / o / Q W m z 1 ��,� Project Number: 06 -34 �` CONSTRUCTION oCj / / " / / / / / / j tip' /j / ' ti o ' / / x 1 / a / / / I I ¢ o o Designed by: KR a +,. �� N N, Q ,. / / /�`� / 8 / / / / • SEX. / ;< V / / I I Revised b 10 . << .a l /CONC.MEDIAN - a I EX. METAL / `� `�' y + CT 5 i EX. METAL / 0 /BLS V d / / / / ° w �� I `�� / / / � � SUPPORT POST '� �� `� 1 +ti Drawn by. 0+ 12 / NOPY TO gE / / 'I . ( / ( / / / / / I �/ a TO BE REMOVEp / - ��' / �� o / , `I' / i;. C REMOVED / I / / a /Ia r / / / I I�i II' EX.CATCH BASIN Bush O / O 28. / / i / I O 23 3 TO REMAIN •.%6. 3 �� ^�° 1\0 `. < / / / ..I , / / / 1 6.5' I / / / I ;�' / .. /, / r I II/ / / RIM EL - 25.40 h 1 hti o......... :.. EX..CO.NC•..... / , � �a �• / �V �q, aa. O. EX. SOD TO 1 RE.MAIN...... TO R MAIN w / / a / , . / / 'I �oj / O 25 �® 4 /� / / / ,. o / / / / / / / ° / ti — /__, / ti EX. ELECTRIC T01. WATER „�6 Avocado / — -- — — REMAIN +� EX. DC rn 15 " &13jp� / I , „ / / . I .! j i 6 i / . GATE 2 o TO EXJ q,° i81 �� / /I �S. 90 00 0 270.0 F i / �ti I� RIS R TO REMAiI� VALVE bt. 6" REMAI Jf TR �' �h' / / i - a ... O 1 .. ^� / ) EX: CONC. VVAI TO REMAIN �.. �... :.. �. REMAIN �j ^�. ��? ,�' O. ��. ��. X. LIGHT i l / EAST 880 �- a '�r7�I a - uuu• uu•t7u�ONC. W � .�.�.�..�.� .t... ,; 'i..�.,. .w�.. . —r•.. ..,�I�,�.�.,s.�.�„�r..r —.r_. .r_. .r. .. .— —.r_. „r_,.��„-r_. ..,,G� -. ,.r_„ .r_ .r_.�ii- „,..y..sirt..re _ 49.1r•�,LLLi.� v .X . CUT MAT �. O� - /� Revisions: DEMOLITION NOTES No. Date Description Al 06107107 CITY COMMENTS 2 EX. CONCRETE CURB TO BE REMOVED. Q 3 BASE TO BE. g❑ 4 EX. CONCRETE 5 TO REMAIN CANOPY TO BE REMOVED. 6 EX. OVERHEAD LIGHTWEIGHT CORRUGATED EX. GV TO O� �`+ + �ti EX. E V. EX. ELEV. ' ��. �t - - - �- - REMAIN O S • \. 1 �.- — — — �' + EX. WATER EX.FH TO EX. WATER 6 �' rL �h El RI I L i PRELIMINARY SET Orh METERS X10 REMAIN TO REMAIN i _. Y M N H E'er AA. �'\ ❑ X. ELECTRIC ON",_rES, STREET i ro `�l� MANHOLE TO k' �� 1 �j C R� ®PERMITTING SET REMAIN EX, ASPHALT PAVEMENT TO REMAIN �� `� f REMAIfiI �R, + O �� rl `L°' W ' EX. STORMS INLET_ ( C 1 � CONSTRUCTION SET tx* +` `o EX.. ST. MH 10 �o i, E-3.` —Gtr + � i X' MANHOLE / �X P�� o INLET �� EX ±54” STM To REMAIN + �� ! 1 1 +� SEC /TWP /RGE co + oo /� ti STORM MANHOLE / _ 1 _I _ I 12E N IE _ 18.73 -} �EX.SANITARY I- 9 - 29S - 155E �eF RECYCLE BAR \ o II MANHOLE EIE =8.80 O r i . S IE _. 19.21'1,°` - �� C` , PINELLAS COUNTY tX1 °o HAY BALES OR �o-I- �° -)1- -�1_ -11- ! �w Ex. 0.6 CONC. (b ` \, W I E = 8.79 UU J _ SEDIMENT TRAP �� - - o ti MAIN �ti' o� - NIME EL 22.45.4E Permit No. do TO BE �; Sh U: R V A T Affik I PERMITTING NOTES 1 CONTRACTOR SHALL OBTAIN A R.O.W. PERMIT PRIOR TO INSTALLATION OF SIDEWALK. ALONG JONES STREET. CONTACT CITY OF .CLEARWATER DON MELONE (727) 562 -4750. 2. CONTRACTOR SHALL APPLY FOR TREE REMOVAL PERMIT. 3. CONTRACTOR SHALL SUBMIT. 5 SETS. OF. AS- BUILT. (SIGNED AND SEALED) BY THE ENGINEER OF RECORD PRIOR TO ANY C.O. (PUBLIC WORKS /ENGINEERING WILL FIELD INSPECT AS -BUILT DRAWINGS FOR ACCURACY.) DESCRIPTION REFERENCE SIGN SIZE FONT SIZE COLOR QUANTITY _ L 1 N. 00'08'13 "W. (F) 13.67' I HANDICAPPED 1 OF 1 STANDARDS INDEX 1 NOR THERL Y(D) CITY OF CLEARWATER SEE MUTCD STOP Approximate. Flood. Zone Boundaries per Flood LATEST EDITION 2 Insurance. Rate Map for Pinellas County, "ph "h6 Florida, Community Panel No. 12103CO106H, Dry yo "o + �"' dated 5/17/05. WilsonMlller, Inc. accepts no OR +" EX. MASONRY + responsibility for the. I+ cation of these WALL TO REMAIN eV boundaries. Approximate locations are shown D) " 66 �5•Tree " 6ry1 + g 6' /Te "+ for reference onl W. (F) 705 h(D) "p �`9 0 h'y- Ez. column + •.5 EX. MASONRY p! O WALR 77 6Cl (F) ;�6ix `WALL T0. EMAIN �1 "' + 61 1/.� y. + 10.0• GRAIN V; .. �!• 5.5 0 +6+ EX. 1, ••O 0 ,y0 .EX. 55 7' PUMP CONCRETE ROOM TO B REMOVED 0y APPROX. DP.IP 0 uNE h 19 ti ° "W 'S • IM EL 25.78 E = 22:98 IE = 22 97 6 _ X. S00•�I'0 WALL TO A/ MAIN 9O'00'00. : 9 "1 $�" 167.13'(F) 167.85'(D ry 100 24 "g. r I '- 4.0- REMAIf _�7 ". 4 . BU 6° C, TOB EW 0.5 CHI ." 5 . "3 . LANDSCAPE •y } / } + o �-, o 0 4 0 • WM S yy. ry�OQ BLACK TRUNCATED 873'-*(D) COL. PB EN c.. 2 . -x+ ' a 5. H -NEW 9. EWRStr�t ... T _ (n?) 867%i o �g ,a + "• ?. 31.7' + 7 PRO SIGN 12 (TYP I I A eo LAND ING ryo16 11 co 1.3'CONC. ROOF SEAWALL L / b L. d L END r + �� o� I+ryy I?ry {yy� CAP TO ,+ / 1:12 Ex. NEW WHEEL +.. + + ry .. o NEW:14'x22.T o y CHILLER off. .,y h+ 6 STOP (i1rP ?° , I J G 6 EX. REMAIN TELEPHONE 1 1 0• I I "° EX. DRAIN n. �9. y0 0"+ ENCLOSURE : EX:ORARI %V ry TRUNCATED ry ry : 6 RISER " "+ . , m > Y: < DOMES . Z SICFir `0... CURB �" N 46 N pr, "1 VtS1B1llIY O1 .. I /y END • o, Ex.. CATV J N p p y ' �V' .:'.. .. .•. o. 1 _ _ _ _ ...� �. .. +Sh ROOF m % C Flood _ Zone X �" EW TE 6� ry ry° 9r EW _ o a �> "" a I L Li LEAD VE - `� - Ex. CATV ft1 -! / I� 4:F +L5 .WhIEE ^� IN } 24' (NP) Q OP (IYf' o^ + y / /r' v NEW ry`ery z off\ �ryy10 ry' e .� N Oi I +•.1• NEW' GHT O CURB (1 ) R1 -1 I w X w EX. SOD TO C yo ,3 9 • NEW . S/W �O' a : `r '. . o - o o . - ¢ C> I _,0 O '• - REMAIN C' OA + FERENCE. '37 6' Flood Zone VE/ EL 14 i ) . P8 • {1 •�O a, :r �r 8, y 9� 'T�' 6'O 01' Oy ry 6 ,� 1 0 " +�6y Cw .. IU E 4:t 1a N N 5' ° +1 +,q0 ] iRIlNd6 5' PAVER S�W 1 rn `c' 15 Icy`' ryy ( +° 02'7RENCHORNN' 18: #. 6� w, y5, 66ry ,; O Bush . •' - 23.3' 0 28.1 ' 1Q 3 •.. .. dry 60 rya �0' PROPOSED EVx� LANDSCAPING - 1 \ry0 0 1Qb 96ry" :,1 EX.0 TCH BASIN - sag TO REMAI TTRIABNC RIM EL = 5.40 R' ryy + ^p6 EX TO X: FDC y y , 16y (yOo1 ry +ry51. + + + + + + .q��'OS - + EX. SOD TO ° d .(1i-vi :iREMAIN....::'. 0 MAIN CEMAIN +1'1> `F ��7 EMH NEW 24" WFIRE - \ _ � G��\ � ' -ry "ry:- h�'� � STDP LINE "C + ryy 1Aq&X E ' I WATER �� ti - r EX. -:.. 1• REMAI 1 TR r g / 3'. LANDSCAP GATE I VALVE ryy EAST 880'1(0) EX CONC. WA :�.TO.RE IN_. a° ti ?. EX. Gv TO � + i� ' REMn, �o :... 1 -.yam_ NEVI tS• a ° h� NEW 4' S AVER .. ry ; •.. .:.: EX�IGHT " .. '• . "y �. pry REMAIN EX. WATER TO _ -- :: _ :.: _ ::: =. - Ex. WATER T __ ... __ :E. _ . - . _ T�j� .'L: . E_pp ; IG' . hp" - .METERS 6• T 01 ANO VN.v2 A REMAIN �^ ELECTRIC TO REAIaN. JONES 1 V L S S 1 1t1.iLi /- M� R��t p �N T 1�i _ + EO E W F�c 1," EX. 5T. MH ry,6ti "0' EX. ASPHALT PAVEMENT TO REMAIN ' Ex. GRATE uiLEr � T" 610 6 f EX 7 R �' 0 " " "' ^II��ER � (; j/ ^ MANHOLE ry . , . +t. INLET ,y1 O: ; "" ��10 EX. ryy 7 ` 154" STM TO REMAIN + _ .. b - - ryry' STORM MANHOLE . 5�,. - - _. -�?-- + - 25.9" - {• N E + kO X.SANITAR �+ <v. E IE _. 8:80 : "�6 ., s IE - 19.21 MANHOLE tiy° S : . .. "9 ". _ 16 , "• 1 + 168 .. h E - EX. G.6' CONC. \ Wry00 - RIM EL = 25.46 Oh + X0.79 1 I ryry \O3 •�1• 19,0,9 ^6 y ..... o-• NIE =22.41 E.IE = 22.38 1 6' . 0. Flood Zone VE 1• .y ,6' 1� 01' 6' X. UP To . ,� ti� , �+ ,� ry "' `7. ry0' .� •y REMAINry °'..Y,.s' N /`'' - FILLED WITH WATER TB + (EL 14){ �� y + }0 "�/ O• TO O�° a EX. CABLE UNABLE TO MEASURE ENCH I PIP BI TBM El ,�. - 1 +e_ O° 18_ _ t3' t6• Gt5' 10 .25.67.. ry" I O' F OOd. Zone E L_ i3- _ .q.1 - 0 Y +ry6y'L . 0 0 111 yy 6� EL 12 6' C.L.F. rye. "> EX. LIGH r- Sh U: R V A T Affik I PERMITTING NOTES 1 CONTRACTOR SHALL OBTAIN A R.O.W. PERMIT PRIOR TO INSTALLATION OF SIDEWALK. ALONG JONES STREET. CONTACT CITY OF .CLEARWATER DON MELONE (727) 562 -4750. 2. CONTRACTOR SHALL APPLY FOR TREE REMOVAL PERMIT. 3. CONTRACTOR SHALL SUBMIT. 5 SETS. OF. AS- BUILT. (SIGNED AND SEALED) BY THE ENGINEER OF RECORD PRIOR TO ANY C.O. (PUBLIC WORKS /ENGINEERING WILL FIELD INSPECT AS -BUILT DRAWINGS FOR ACCURACY.) DESCRIPTION REFERENCE SIGN SIZE FONT SIZE COLOR QUANTITY 119 CONSTRUCTION HANDICAPPED 1 OF 1 STANDARDS INDEX 1 CITY OF CLEARWATER SEE MUTCD STOP R1 -1 LATEST EDITION 2 HANDICAP. RAMP NOTE: RAMPS SHALL .BE IN CONFORMANCE WITH REQUIREMENTS OF FDOT . DETAIL 304 (LATEST EDITION): UNDERGROUND UTILITITIES NOTE• ALL UTILITIES INCLUDING INDIVIDUAL DISTRIBUTION' LINES SHALL BE INSTALLED UNDERGROUND UNLESS SUCH UNDERGROUNDING IS NOT PRACTICABLE. PER SEC. 3 -911 CITY DEV. CODE: SCALE, 11ri10' n n n 10 0 S 1 10 705 f (D 1 © O �^ 20 - (D) REQUIRED (D) 0) I.3'CONC, SEAWALL ea up w bi^o0 eg°ra ab4n e CAP TO 936 S.F. REMAIN N_ } ,K IESEx. n�D ° 2' x 4' Brace (Yellow Pine) ❑ Z 'o � L CE a o� CO O Bush C 10 - C' EX. SOD TO REMAIN 4.Y a d ° 77.68"(F) a °EX. CONC. WALk as ° 55.7'1////////, /// I EX. ROOF LEAD 0 1 T T EX. •� TELEPHONE RISER p > ��j' 0 II 0 4) U) Ex. CATV [ �1 0 0 L0 EX. SOD TO REMAIN N 0) F. � > d' / icy =p C / Z EX. ROOF W .� 0 m 31. 7'11 �r r � r � o 15' &10 - Ex. column o Tree 5.5' J 9.6' In ci COL. ;TYP)I 1 EX. EX. PUMP CONCRETE ROOM TO B REMOVED N.,90 °00'00 "W. WALL TO REMAIN NE HILLER �N OS U R E-� I-� mG ®1 0 REQUIRED i 1 0) 0 °° ea up w bi^o0 eg°ra ab4n e 1 936 S.F. °° N_ } VA IESEx. �P 2' x 4' Brace (Yellow Pine) ❑ Z 'o � L Q (� o 00.4 E-1 W P13 X7.0 V) O o �� - Rootball, 16' Minimum (50 %) .. - O A ��. w 't > c" � �; a i(r) LL] M U i3 °� 16. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR STRAIGHTENING ALL > Raphiolepis Indica T�j1RE N 3/4' - 2 Ply Relnforced M9 IQQ V 'l NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE MATERIALS OR UNACCEPTABLE SOILS PRIOR TO PLANTING SOD, TREES AND SHRUBS, Rubber or Plastic Hose 1L DEVELOPMENT OF PROPOSED PLANT MATERIAL. EXISTING IMPROVEMENTS AND UTILITIES. DT Phoenix dactiiifera DACTYLIFERA PALM 10' CLEAR AND White Surveyor's Tagging o �r ,z STRAIGHT TRUNK emove Container vvvvvvv Tape, 6' Length MRP. F V) a! Q X ~ EX. MASONRY ■w% WALL TO �l REMAIN - 3' LANDSCAPE BUFFER TO BE MAINTAINED - DEVELOPER LINE APPROX. DRIP AT 3 FEET IN HEIGHT I G LINE �', . o g„ 0 g 167.1 J'(F) 167.85(0) 12" 24„ 0 � � 16" vvvvvvvvv v vv vvvvvvvvvvvvvvvvvvvvvovvvvvvv v�v &�' v WM VS C M 1 HP 39 /; 1 LANDSCAPE �( AREA 141 S.F. d� LANDSCAPE 1.68% DT AREA 8� S.F. CM 10 3' LANDSCAPE BUFFER TO BE MAINTAINED AT 3 FEET IN HEIGHT LANDSCAPE AREA 364 S.F. 4.34% LANDSCAPE - G AREA 349 S.F. 4.2% - SIGHT VISIBILITY TRIANGLES - ENGINEER OF RECORD *>I CM � N t\ 8 0 Cl) M �� O in ' NEW GRI TE / % ° ° °o °000 LU n P! C= INLE (,� z = Cn M z kin ■ ■111/' j,,,. �� ; • ,. , r�.. Mild ` /� • ♦ ' . iii.. � .iii `�,;�•` , Pull 00 N 2�. 3 EX. SOD TO REMAIN a © © o o v rm a \� EA S T 880'--&(D) TREE & SHRUB PLANTING DETAILS I ■_..__- .---------- ____ - - - - -- _- �--- - - - - -- ____.,___ � ��, � Vii/ � � - � � ■1 -1 • • - i O - -- ,,,,,� v . • m ♦ v v v v ♦ v v ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ v ♦ ♦ 1111ILVALVALVALVAIIIIII03 v v ♦ ♦ ♦ ♦ ♦ FAkVJLVALVALVALVALVAIWVA v v v • • • ♦ -I WALvALVALVALVA m .. - - - ..... - - - �- •- •- •- •- •- s- � -• -• -• -•tee • ® �•••• • •�1•••••- •�•_• • • • • • • MWA ■ ' !' ° ID VIII IIIIIIIIIIIII I ��•�� • ■ ■ ■ ■ ■ ■ ■ ■�■ � ,, _ _ 1111 � , ♦ •�� ► , :��_�: • �i `� - �� • - MNFMW • 1 � 1 �1 � 1 REQUIRED �o C e aim I talla A� r n t Ime 0) O = All Burn Marks Brushed Away to or Washin ton PaImsl W leave all b�iots on trunk ea up w bi^o0 eg°ra ab4n e = 936 S.F. N ❑TEi ALL TREE STAKES AND N_ } Q Wire Tie w > C 2' x 4' Brace (Yellow Pine) ❑ Z 'o � L Q (� > co �o 'U � `o a LL�� V) O o �� - Rootball, 16' Minimum (50 %) .. - O U ��. Existing Solt > c" � �; a i(r) LL] M U i3 w qs, rim o Re Ealn Natural Shape. 16. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR STRAIGHTENING ALL IA Raphiolepis Indica (D a) 3/4' - 2 Ply Relnforced J 3' Soll Saucer U NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE MATERIALS OR UNACCEPTABLE SOILS PRIOR TO PLANTING SOD, TREES AND SHRUBS, Rubber or Plastic Hose 1L DEVELOPMENT OF PROPOSED PLANT MATERIAL. SIGHT VISIBILITY TRIANGLES - ENGINEER OF RECORD *>I CM � N t\ 8 0 Cl) M �� O in ' NEW GRI TE / % ° ° °o °000 LU n P! C= INLE (,� z = Cn M z kin ■ ■111/' j,,,. �� ; • ,. , r�.. Mild ` /� • ♦ ' . iii.. � .iii `�,;�•` , Pull 00 N 2�. 3 EX. SOD TO REMAIN a © © o o v rm a \� EA S T 880'--&(D) TREE & SHRUB PLANTING DETAILS I ■_..__- .---------- ____ - - - - -- _- �--- - - - - -- ____.,___ � ��, � Vii/ � � - � � ■1 -1 • • - i O - -- ,,,,,� v . • m ♦ v v v v ♦ v v ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ v ♦ ♦ 1111ILVALVALVALVAIIIIII03 v v ♦ ♦ ♦ ♦ ♦ FAkVJLVALVALVALVALVAIWVA v v v • • • ♦ -I WALvALVALVALVA m .. - - - ..... - - - �- •- •- •- •- •- s- � -• -• -• -•tee • ® �•••• • •�1•••••- •�•_• • • • • • • MWA ■ ' !' ° ID VIII IIIIIIIIIIIII I ��•�� • ■ ■ ■ ■ ■ ■ ■ ■�■ � ,, _ _ 1111 � , ♦ •�� ► , :��_�: • �i `� - �� • - MNFMW • 1 � 1 �1 � 1 N.T.S. TREE STAKING & PLANTING DETAIL ADJACENT TO PAVEMENT N.T.S. NOTE, ALL TREE STAKES AND SUPPORT WIRES I CROWN SPREAD WILL BE REMOVED AFTER 1 COMPLETE GR ❑WING SEASON. REQUIRED �o C e aim I talla A� r n t Ime CROWN SPREAD r� J �I gin ands P�antl �or �a�s ton Pn nst�lla long = All Burn Marks Brushed Away to or Washin ton PaImsl W leave all b�iots on trunk ea up w bi^o0 eg°ra ab4n e = 936 S.F. N ❑TEi ALL TREE STAKES AND = Nails In tree Wood < Y Wire Tie w > SUPPORT WIRES WILL BE REMOVED 2' x 4' Brace (Yellow Pine) ❑ L Space Three at 120• Typical Remove after one growing season, L AFTER 1 COMPLETE GR ❑WING SEASON. 8° goon Remove fter one growing season. �Im (1/150 S.F.) Saucer 4' Flnlsh Gr de - PRACTICES AND IN ACCORDINANCE WITH SECTION 6400 LANDSCAPING STANDARDS OF n mum u c 713 S.F. - Rootball, 16' Minimum (50 %) Radius From Trunk 000 °o° Washed -In and Tamped Planting Solt Mixture 15. ALL PLANT MATERIAL SHALL BE FREE FROM NAILS AND OTHER SCARS AND FREE Existing Solt l�e�ov'T Dea� and Injured Leaders, 0 3' Minimum Mulch = SPECIES AND BE SOUND AND HEALTHY. w qs, rim o Re Ealn Natural Shape. 16. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR STRAIGHTENING ALL IA Raphiolepis Indica INDIAN HAWTHORN PLANTING, 30' D.C. 3/4' - 2 Ply Relnforced 18. LANDSCAPE CONTRACTOR SHALL VERIFY ALL EXISTING TREES, LAWNS, AND 3' Soll Saucer SHRUBS. REMOVE EXTRANEOUS MATERIALS SUCH AS ROCKS, BRANCHES, BUILDING NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE MATERIALS OR UNACCEPTABLE SOILS PRIOR TO PLANTING SOD, TREES AND SHRUBS, Rubber or Plastic Hose MAX. DEVELOPMENT OF PROPOSED PLANT MATERIAL. EXISTING IMPROVEMENTS AND UTILITIES. DT Phoenix dactiiifera DACTYLIFERA PALM 10' CLEAR AND White Surveyor's Tagging SPACED AS SPECIFIED ON THE PLANT LIST AND IN SUFFICIENT QUANTITIES TO FULFILL THE DESIGN INTENT.��^ STRAIGHT TRUNK emove Container vvvvvvv Tape, 6' Length 14' -24' HEIGHT AT From Rootball VS Viburnum suspensum 3 - 12 Gunge Galvanlzed Wires PLANTING, 36' D.C. Mipl.• '•;;�•;'Mj� Planting Solt Mixture Spaced 120 Around Tree and Set At A 45 Angle With 3- # 68 MAX. Existing Soil CONCRETE CURBING Duckbill Anchors Or Equal 14' -24' HEIGHT AT 4 Mrn. CV Mound To Form Saucer CR ❑T ❑N ASPHALT PAVEMENT 23 :' ��; 3' Minimum Mulch Layer ROAD BASE MAX, ~� L❑ Remove Burlapf Ball R Quercus virginiana ❑ ❑Mixture SHRUB PLANTING DETAIL 2 r:�, 1313 ° ❑ ° ❑ ❑ PlantingT Solt N.T.S. TREE STAKING & PLANTING DETAIL ADJACENT TO PAVEMENT N.T.S. NOTE, ALL TREE STAKES AND SUPPORT WIRES I CROWN SPREAD WILL BE REMOVED AFTER 1 COMPLETE GR ❑WING SEASON. REQUIRED �o C e aim I talla A� r n t Ime For Cabbage Palmsi All Trunks to be Smooth and E- r� J �I gin ands P�antl �or �a�s ton Pn nst�lla long = All Burn Marks Brushed Away to or Washin ton PaImsl W leave all b�iots on trunk ea up w bi^o0 eg°ra ab4n e = 936 S.F. 20 Layers Burlap ad at � Support Contact - No = Nails In tree Wood < Y Wire Tie w > 3 2' x 4' Brace (Yellow Pine) ❑ L Space Three at 120• Typical Remove after one growing season, L x 4' Stake (Yellow Pine) Three Feet Long 6 Remove fter one growing season. �Im (1/150 S.F.) Saucer 4' Flnlsh Gr de - PRACTICES AND IN ACCORDINANCE WITH SECTION 6400 LANDSCAPING STANDARDS OF n mum u c 713 S.F. - Rootball, 16' Minimum (50 %) Radius From Trunk ";,;. •: Washed -In and Tamped Planting Solt Mixture 15. ALL PLANT MATERIAL SHALL BE FREE FROM NAILS AND OTHER SCARS AND FREE Existing Solt PALM STAKING & PLANTING DETAIL N.T.S. 14' -24' HEIGHT AT N❑TEi ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON, Remove Dead and Injured Twl s, Trim No Leaders, Re aln Natural Shape. 3/4' - 2 Ply Reinforced Rubber or Plastic Hose White Surveyor's Tagging Tape, 6' Length 3 - 12 Guage Galvanlzed Wires Spaced 120 Around Tree and �et t A 45�•Ansgl� Wkth � # 68 uck Ill nc or r qua Remove after one growing season, _- Mound To Form Saucer 3' MlnlmuBm Mulch Layer Aro°uned Topl�if FIa�r - Planting Solt Mixture Provide a minimum WOW unobstructed planting area TREE STAKING & PLANTING DETAIL N.T.S. MINIMUM LANDSCAPING COVERAGE VV v �/ X \' - EX. SIGHT 24 ONw No. REQUIRED PROPOSED PARKING LOT 06/07/07 CITY COMMENTS INTERIOR 838 S.F. 936 S.F. LANDSCAPE 10% 11.2% S.F. & % OF V.U.A. 60 STRUCTURES, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER OR CIVIL 5 6 DJ TREES (1 /ISLAND) 6 CONJUNCTION WITH BALLED AND BURLAPPED TREES THE FIRST FEW ROWS OF EACH (1/150 S.F.) BASKET SHALL BE REMOVED AT THE TIME OF INSTALLATION. PRACTICES AND IN ACCORDINANCE WITH SECTION 6400 LANDSCAPING STANDARDS OF 419 S.F. 713 S.F. SHRUB (50 %) 85% VV v �/ X \' - EX. SIGHT 24 ONw No. Date Description 1 06/07/07 CITY COMMENTS 2 APPLICATION. IRRIGATE EACH PLANT BED WITH A MINIMUM OF ONE -HALF INCH OF CONDITION OF ALL UNDERGROUND UTILITIES THAT AFFECT PLANTING OR IRRIGATION 3 Trachelopermum DWARF CONFEDERATE 4 60 STRUCTURES, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER OR CIVIL 5 ENGINEER FOR RESOLUTION. IF THE LANDSCAPE CONTRACTOR DAMAGES ANY STAKED DJ 6 JASMINE MAX. MANHOLE I i TO- REMA141 I ❑ PRELIMINARY SET I ® PERMITTING SET CONSTRUCTION SET SIGHT VISIBILITY LANDSCAPE NOTES TRIANGLE 0 1. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND LICENSES NECCESSARY TO 20. PLANT SUBSTITUTIONS WILL BE PERMITTED ONLY UPON SUBMISSION OF PERFORM WORK AT THIS JOBSITE. SUFFICIENT PROOF THAT THE SPECIFIED PLANTS ARE NOT ATTAINABLE. XA 2. ANY VARIATIONS IN THE SITE CONDITIONS SHALL BE VERIFIED WITH THE OWNER 21. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL HOISTING OR CIVIL ENGINEER BEFORE PROCEEDING WITH WORK. EQUIPMENT NECESSARY FOR THE PLACEMENT OF PLANT MATERIALS AT NO 20' 3. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE PROPERTY LINE AND LIMITS OF ADDITIONAL COST TO THE OWNER. CONSTRUCTION AREAS TO BE SODDED. 22. LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A GUARANTEE NO STRUCTURE OR LANDSCAPE MAY BE 4. THE LANDSCAPE CONTRACTOR SHALL MARK LOCATIONS FOR ALL PLANT MATERIAL PERIOD OF ONE (1) YEAR FOR TREES, 125 DAYS FOR SHRUBS, GROUNDCOVERS TO BE APPROVED BY THE OWNER OR CIVIL ENGINEER PRIOR TO INSTALLATION. AND VINES AND THIRTY 30 DAYS FOR LAWNS. REPLACEMENTS, IF NEEDED, SHALL INSTALLED WHICH WILL OBSTRUCT VIEWS 5. ANY DISCREPANCIES IN THE PLANT MATERIAL'S LIST OR THE PLANTING PLAN- BE OF THE SAME SIZE AND) SPECIES. AT A LEVEL BETWEEN 30" ABOVE GRADE THE PLANTING PLAN IS TO HAVE PRECEDENT. 23. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE, AND 8' ABOVE GRADE WITHIN THE 6. ALL PLANTING BEDS AND SOD EDGES TO BE SMOOTHLY CUT BY HAND. CLEAN -UP AND PROTECTION OF ALL PLANT AND LANDSCAPE MATERIALS FROM THE SIGHT DISTANCE TRIANGLE. 7. NO TREE, SHRUB OR GROUNDCOVER PLANTING SHALL BE STARTED UNTIL THE BEGINNING OF LANDSCAPE CONSTRUCTION UNTIL FINAL ACCEPTANCE OF THE IRRIGATION SYSTEM IS OPERATIONAL, UNLESS TEMPORARY WATERING IS PROVIDED. PROJECT BY THE OWNER. 8. REFER TO PLANT MATERIALS LIST FOR THE PLANTING KEY SYMBOLS. 24. INSTALLATION OF THE IRRIGATION SYSTEM, PLANTINGS AND SOD AREAS SHALL BE 9. PLANTS AND TREES SHALL BE LOCATED BY SCALING OFF THIS DRAWING UNLESS CLEARLY COORDINATED WITH OTHER TRADES TO PREVENT ANY CONSTRUCTION 1 OTHERWISE DIMENSIONED. OPERATION CONFLICTS. ��® �� T�I!`�� 10. LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER OR CIVIL ENGINEER OF 25. LANDSCAPE CONTRACTOR SHALL FURNISH FROM HIS SOURCE A GOOD, CLEAN �► V ANY CONDITIONS THAT WOULD PREVENT THE HEALTHY GROWTH OF PLANT SPECIES AND FREE - DRAINING TOPSOIL TO BE USED FOR THE PLANTING SOIL MIXURE AS CALLED FOR ON THE DRAWING PRIOR TO AWARD OF CONTRACT. FOLLOWS 2 3 NATIVE SOIL AND 1 3 HUMUS MATERIAL SYMBOL LEGEND BOTANICAL NAME COMMON NAME REMARKS QUANTITY 12. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE APPLICATION. IRRIGATE EACH PLANT BED WITH A MINIMUM OF ONE -HALF INCH OF CONDITION OF ALL UNDERGROUND UTILITIES THAT AFFECT PLANTING OR IRRIGATION WATER TO SETTLE MULCH, ACTIVATE THE HERBICIDE GRANULES AND REMOVE ANY Trachelopermum DWARF CONFEDERATE 14' -24' HEIGHT AT PLANTING, 30' D.C. 60 STRUCTURES, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER OR CIVIL BALLED OR BURLAPPED. BARE ROOT TREES ARE NOT ACCEPTABLE. ALL ENGINEER FOR RESOLUTION. IF THE LANDSCAPE CONTRACTOR DAMAGES ANY STAKED DJ ,Jasmincldes 'Minima' JASMINE MAX. CONJUNCTION WITH BALLED AND BURLAPPED TREES THE FIRST FEW ROWS OF EACH 13. ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL BASKET SHALL BE REMOVED AT THE TIME OF INSTALLATION. PRACTICES AND IN ACCORDINANCE WITH SECTION 6400 LANDSCAPING STANDARDS OF 28. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING THE COMPREHENSIVE DEVELOPMENT CODE OF THE CITY OF LARGO, FLORIDA. SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT 14. PLANTS GROWN IN CONTAINERS SHALL BE REMOVED FROM THEIR CONTAINERS WIRES ARE WRAPPED AROUND TREE TRUNKS /STEMS TO PREVENT CAMBIAL DAMAGE. PRIOR TO PLANTING. 29. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST BE SLOPED (NOT 15. ALL PLANT MATERIAL SHALL BE FREE FROM NAILS AND OTHER SCARS AND FREE COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF FROM DEFECTS SUCH AS KNOTS, SUNSCALD, PLANT DISEASES, INJURIES, ABRASIONS THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT 14' -24' HEIGHT AT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE SPECIES AND BE SOUND AND HEALTHY. Q Q 16. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR STRAIGHTENING ALL IA Raphiolepis Indica INDIAN HAWTHORN PLANTING, 30' D.C. 89 18. LANDSCAPE CONTRACTOR SHALL VERIFY ALL EXISTING TREES, LAWNS, AND 30. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE SHRUBS. REMOVE EXTRANEOUS MATERIALS SUCH AS ROCKS, BRANCHES, BUILDING NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE MATERIALS OR UNACCEPTABLE SOILS PRIOR TO PLANTING SOD, TREES AND SHRUBS, SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT MAX. DEVELOPMENT OF PROPOSED PLANT MATERIAL. EXISTING IMPROVEMENTS AND UTILITIES. DT Phoenix dactiiifera DACTYLIFERA PALM 10' CLEAR AND 2 SPACED AS SPECIFIED ON THE PLANT LIST AND IN SUFFICIENT QUANTITIES TO FULFILL THE DESIGN INTENT.��^ STRAIGHT TRUNK vvvvvvv 14' -24' HEIGHT AT v v v v v v VS Viburnum suspensum SANDANKWA VIBURNUM PLANTING, 36' D.C. 156 vvvvvvv MAX. 14' -24' HEIGHT AT CV Codiaeum varlegatum CR ❑T ❑N PLANTING, 36' D.C. 23 MAX, 40 L❑ R Quercus virginiana LIVE OAK 8' HEIGHT 2 1313 ° ❑ ° ❑ ❑ Nephrolepis 24' D.C. 0000000 CF exaltata BOSTON FERN 1 GAL, MIN, 94 0013 13 13❑❑ MAX. CM Lagerstroemia Indica CREPE MYRTLE 2; CALIPER 8 HEIGHT 4 11. LANDSCAPE CONTRACTOR SHALL INSPECT THE SITE PRIOR TO THE BEGINNING OF 26. APPLY A PRE - EMERGENT HERBICIDE TO ALL TREE SAUCERS AND SHRUBS AND ANY PLANTING OPERATIONS AND NOTIFY THE OWNER OR CIVIL ENGINEER OF ANY GROUNDCOVER PLANT BEDS AT MANUFACTURER'S RECOMMENDED RATE. CHECK ALL DESCREPANCIES. PLANT MATERIAL TO BE SURE THAT ALL LEAVES ARE DRY BEFORE MAKING THE 12. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE APPLICATION. IRRIGATE EACH PLANT BED WITH A MINIMUM OF ONE -HALF INCH OF CONDITION OF ALL UNDERGROUND UTILITIES THAT AFFECT PLANTING OR IRRIGATION WATER TO SETTLE MULCH, ACTIVATE THE HERBICIDE GRANULES AND REMOVE ANY INSTALLATION. IF ANY CONFLICTS OCCUR BETWEEN PROPOSED LOCATION OF TREES HERBICIDE PARTICLES FROM PLANT FOLIAGE. SHOWN ON THE DRAWINGS AND ANY UNDERGROUND UTILITIES OR SUBSURFACE 27, THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE STRUCTURES, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER OR CIVIL BALLED OR BURLAPPED. BARE ROOT TREES ARE NOT ACCEPTABLE. ALL ENGINEER FOR RESOLUTION. IF THE LANDSCAPE CONTRACTOR DAMAGES ANY STAKED NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED OR IN PLACE UTILITIES BY HIS OWN NEGLIGENCE, REPAIRS SHALL BE AT THE DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN LANDSCAPE CONTRACTOR'S EXPENSE. CONJUNCTION WITH BALLED AND BURLAPPED TREES THE FIRST FEW ROWS OF EACH 13. ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND HORTICULTURAL BASKET SHALL BE REMOVED AT THE TIME OF INSTALLATION. PRACTICES AND IN ACCORDINANCE WITH SECTION 6400 LANDSCAPING STANDARDS OF 28. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GROWING THE COMPREHENSIVE DEVELOPMENT CODE OF THE CITY OF LARGO, FLORIDA. SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT 14. PLANTS GROWN IN CONTAINERS SHALL BE REMOVED FROM THEIR CONTAINERS WIRES ARE WRAPPED AROUND TREE TRUNKS /STEMS TO PREVENT CAMBIAL DAMAGE. PRIOR TO PLANTING. 29. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST BE SLOPED (NOT 15. ALL PLANT MATERIAL SHALL BE FREE FROM NAILS AND OTHER SCARS AND FREE COMPACTED) AND A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF FROM DEFECTS SUCH AS KNOTS, SUNSCALD, PLANT DISEASES, INJURIES, ABRASIONS THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT OR DISFIGUREMENTS AND SHALL EXHIBIT A HABIT OF GROWTH NORMAL FOR THE MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE SPECIES AND BE SOUND AND HEALTHY. INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 16. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR STRAIGHTENING ALL INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE TREES DURING THE GUARANTEE PERIOD OF ONE YEAR. SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD 17. CONTRACTOR SHALL STAKE OR GUY ALL TREES AS PER DETAILS. BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 18. LANDSCAPE CONTRACTOR SHALL VERIFY ALL EXISTING TREES, LAWNS, AND 30. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE SHRUBS. REMOVE EXTRANEOUS MATERIALS SUCH AS ROCKS, BRANCHES, BUILDING NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE MATERIALS OR UNACCEPTABLE SOILS PRIOR TO PLANTING SOD, TREES AND SHRUBS, SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT WHERE ENCOUNTERED. EXERCISE EXTREME CAUTION WHEN EXCAVATING NEAR DEVELOPMENT OF PROPOSED PLANT MATERIAL. EXISTING IMPROVEMENTS AND UTILITIES. 31. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE 19. PLANT QUANTITIES INDENTIFIED ON THE PLANT MATERIAL LIST ARE FOR CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANTS OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. SPACED AS SPECIFIED ON THE PLANT LIST AND IN SUFFICIENT QUANTITIES TO FULFILL THE DESIGN INTENT.��^ SEC / TWP / RGE 9 - 29S -15E PINELLAS COUNTY Permit No. CITY FLS2007 -03012 Project Name OCEAN VIEW APARTMENTS Project Address 300 N. OSCEOLA AVE. CLEARWATER F L, 33755 Drawing Title LANDSCAPE PLAN Drawing Number r-� (D--- a LEGEND: r / / / / /� / //A NEW WALL OR INFILL EXISTING WALL I I I I I 9' -71" i I O6 77 I I 3 Docs \XREF M FIRST FLOOR PLAN NORTH NN 3/16 " =1' -0" _ \J — C.1 ----o 0 BASEMENT PLAN A -108 3/16 " =1' -0" TOILET PLAN d31VMM1 1N3W12MG WNWd 100Z V 0 Am CM1333a °n eldo Owner CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION 503 CLEVELAND STREET CLEARWATER, FL 33755 Owners Representative Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727- 467 -6583 fax: 727 -445 -7277 email: design landlord ®ij.net Consultants PROSTYLE ARCHITECTURE, INC. AA26001036 521 Chestnut St Clearwater Florida 33756 Tel 727- 482.5300 Fax 727- 462.5399 nick(ftrosMearch.com www.prostylearch.com Consultants Consultants Project Number: P1106.15 Drawn by. LL Date issued: Revisions: PRELIMINARY SET PERMITTING SET CONSTRUCTION SET Project OCEAN VIEW RENOVATION Project Address 300 N. OSCEOLA AVE. CLEARWATER, FL 33755 Drawing Title FIRST FLOOR PLAN Drawing Number A ®108 s 1 2 3 4 8 ---------- - - - - -- --------- - - - 2T- 2" +_ - -- 1 I I 1 1 1 Q K❑ i I I 1 I I 1 I 1 1 I a El clvzri ELEVATOR © I I LOBBY I 1 A BALCONY O BALCONY ® 1 LIVING ( 1 1 — -1 - B 1 I 1 7BED6RO0M#1 ® I 1 j `— I ----- - - - - -- ---- --- ------ - - - I - -- I _ _ _� ♦ BED ROOM #1 UNIT "B" DINING I y CLO.N -,3 KITCHEN I L © O I + �P O I © a N © KITCHEN si.oz F.5 1 1 1 1 I 1 I 1 I 1 I I 70 1 1 E❑ SOCIAL ROOM #2 raw 1 I 1 1 1 1 1 1 1 1 I 1 I s 1 1 m I of M . lt1 Y— - --- T- -l- --- \J 3 sl.oz 10 1 0 •ro I 1 H I 1 I 1 I I 1 I I I 1 1 1.5 MECH. O BEDROOM #2 BEDROOM #2 HALL CLO.# 1 ® O O6 7 46' -11 " +- 8 9 10 s - 24' -8 " +- 7C9 MGM 0 1 1 M � 1 1 I 1 E l a El clvzri ELEVATOR © ; LOBBY 1 A BALCONY O BALCONY ® 1 LIVING ,.: 1 1 — -1 - B rNM, 7BED6RO0M#1 --------------------------------- _ _ _� ♦ BED ROOM #1 "C" E" UNIT O BEDROOM #2 BEDROOM #2 HALL CLO.# 1 ® O CLO. #1 �q l`WH MECH. " O HALL® O 0 O O KITCHEN El MECH. STAIR #2 O ^ O 5 DINING KITCHEN DINING I D F❑ -U LIVING N 5.4 6.8 + A❑ Do BATH s O C I O ® MECH. O O N- CLO. #2 1 CLO. #3_ _ - uP = F ® CLO. #3I O 2 BEDROOM 1 t — —I — — F•5 sl.ox ® i i + 7'-5 " +- I " 9x 1 1 © 1 CORRIDOR 0 U N IT D; I , � Q 1/ c1C�.axJ 3 1 1 n 1 x I 1 —% Z2 22 1 1 1 t s,.oz I 1 2._6.. 1 12._6.. ` J -0" 8' -0" �� - -oROOF �"-- HATCH ELECTRICAL ® VEGTIBULE I r I �t 0 sl.ox _ I I I I I 1p F N _ O I I I s.ox I MECH. I •`^sv �^`+ COLUMN ® I I I 444 BELOW I I I 5 r m I 0 (TYP) O STOR. SKYLIGHT I L_fl_, LOBBY 1 J' L__J LJ ❑ I - �I I I I U 8' -0" ® I I sl oz j 91.9x I I N 1 710 ( e I ❑ _U _ ----- 7' -1�-- 21 16„ 8. 16� 6_01 1 2Ig N I 1 " 8'-0 7' -11» G I I I - --J I I I 2 s,.oz I I I I I I I I I I I I) I I I I I I I I I 1 I I I 10,_6.. g,_71" 7'_2„ 1 9'-7j" 10'_6" g,_71. I 2 PP I ' 22 I I I I I I 1 i I I I I 3�2 3.2 4 4 4 O 4 44 4 9.5 10 O U SECOND FLOOR PLAN NORTH 3/32'= V- 0' ®� o 7C9 MGM 0 G �9 M � II� I:vr•Ti E l El clvzri ELEVATOR LOBBY rNM, . CLO. #1 �q l`WH MECH. " O HALL® O 0 O O KITCHEN El MECH. STAIR #2 O ^ O 5 DINING KITCHEN DINING I D F❑ -U LIVING N 5.4 6.8 + A❑ Do BATH s O C I O ® MECH. O O N- CLO. #2 1 CLO. #3_ _ - uP = F ® CLO. #3I O 2 BEDROOM 1 t — —I — — F•5 sl.ox ® i i + 7'-5 " +- I " 9x 1 1 © 1 CORRIDOR 0 U N IT D; I , � Q 1/ c1C�.axJ 3 1 1 n 1 x I 1 —% Z2 22 1 1 1 t s,.oz I 1 2._6.. 1 12._6.. ` J -0" 8' -0" �� - -oROOF �"-- HATCH ELECTRICAL ® VEGTIBULE I r I �t 0 sl.ox _ I I I I I 1p F N _ O I I I s.ox I MECH. I •`^sv �^`+ COLUMN ® I I I 444 BELOW I I I 5 r m I 0 (TYP) O STOR. SKYLIGHT I L_fl_, LOBBY 1 J' L__J LJ ❑ I - �I I I I U 8' -0" ® I I sl oz j 91.9x I I N 1 710 ( e I ❑ _U _ ----- 7' -1�-- 21 16„ 8. 16� 6_01 1 2Ig N I 1 " 8'-0 7' -11» G I I I - --J I I I 2 s,.oz I I I I I I I I I I I I) I I I I I I I I I 1 I I I 10,_6.. g,_71" 7'_2„ 1 9'-7j" 10'_6" g,_71. I 2 PP I ' 22 I I I I I I 1 i I I I I 3�2 3.2 4 4 4 O 4 44 4 9.5 10 O U SECOND FLOOR PLAN NORTH 3/32'= V- 0' Owner CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION 503 CLEVELAND STREET CLEARWATER, FL 33755 Owner's Representative Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727- 467 -6583 fax: 727- 445 -7277 email: designIandlord @ij.net Consultants PROSTYLE ARCHITECTURE, INC. AA26001036 521 Chestnut St Clearwater Florida 33756 Tel 727462 -5300 Fax 727462 -5399 nick(abprostylearch.com www.pmstylearch.com Consultants Consultants Project Number: P1106 -15 Drawn by: LL Date issued: Revisions: PRELIMINARY SET PERMITTING SET CONSTRUCTION SET Project OCEAN VIEW RENOVATION Project Address 300 N. OSCEOLA AVE. CLEARWATER, FL 33755 Drawing Title SECOND FLOOR PLAN Drawing Number A-111 ®� o 7C9 MGM 0 G �9 M � Owner CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION 503 CLEVELAND STREET CLEARWATER, FL 33755 Owner's Representative Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727- 467 -6583 fax: 727- 445 -7277 email: designIandlord @ij.net Consultants PROSTYLE ARCHITECTURE, INC. AA26001036 521 Chestnut St Clearwater Florida 33756 Tel 727462 -5300 Fax 727462 -5399 nick(abprostylearch.com www.pmstylearch.com Consultants Consultants Project Number: P1106 -15 Drawn by: LL Date issued: Revisions: PRELIMINARY SET PERMITTING SET CONSTRUCTION SET Project OCEAN VIEW RENOVATION Project Address 300 N. OSCEOLA AVE. CLEARWATER, FL 33755 Drawing Title SECOND FLOOR PLAN Drawing Number A-111 lJ 0— L , E.3 F.5 Q �Q I O I © I I I I I I I I I I I I I I I I I I I I I I I I I 1 1.5 3.2 I L— I I I 4 THIRD FLOOR PLAN 3/37 =1' -0" it NORTH ' I I I I I I I I I I I I I I I I I I 9.5 10 — C.1 ►� o 1 SERVICE ORGANIZATIOI ICLEVELAND STREET EARWATER, FL 33755 mer's Representative Arch of Scientology LANDLORD OFFICE 319 S. Garden Ave. earwater, FL 33756 al: 727- 467 -6583 AAZbUU1 U3b ut St Clearwater Florlds ! -5300 Fax 7274( learch.com www.prostyleai Consultants Consultants Project Number: P1106.15 PRELIMINARY SET PERMITTING SET CONSTRUCTION SET Project OCEAN VIEW RENOVATION Project Address 300 N. OSCEOLA AVE. :LEARWATER, FL 33751 Drawing Title Drawing Number A -114 27'- 2" +- 46' -11 " +- 24'_8 " + - 0 LIVING B 0 � a a O BALCONY \/ O BALCONY O ❑ BEDROOM O BEDROOM LIVING UNIT "B" ® ® UNIT "C" H❑ BEDROOM BEDROOM O ❑ 01® O rum CL. (0 DINING D WH C MECH. c — H® O O O O 0 CL. CL. OvHALL O KITCHEN O wH O ❑ ® O O �� O O O O KITCHEN �, I E1 O 0 O KITCHEN 4 1 ❑ + —(� -- O ® 0 0 0000 O I ^� I ° ❑ BATH BATH ® 0 O WH MECH. O EOR + B DINING ® LOBBY EXTERIOR CORRIDOR 1 O 0 © K N a I STAIR //2 — � ua O E if E.3 — O EL 2 O CL. © ® OBATH 5.4 38 6.8 ❑ LIVING KITCHEN ® + + Oo BATH O 0 o ❑ ❑A O CL CL. F D UP CL. O DINING CL. O , k F 5 — F.5 BEDROOM I P 0 UNIT "D" LIVING ® BEDROOM N' S❑ FA4061 — G UNIT "A" TAPERED INSULATION H ❑ I /\ w ROOF ❑ © Fol j HATCH W 1, NOTE: INSULATION SIDE ELEVATIONS TAPERED 1 I SAME AS NORTH TH SIDE INSULATION `PCOA / SLOPE INSULATION V 1 1 /4 " /Ff. SLOPE I UP 1/4"/ Fr, 1 SKYLIGHT 1 /4 " /Fr. 8^ 1 - 3 -5 /8% INSULATION INSULATION z CAF I I 1 9 -1/2" w UP 1 /4 " /Fi. T.O. INSULATION 10 \ T.G. 8_3/4^ INSULATION 1 / UP 1 /4 " /FT. T.O. INSULATION "T10— 8- 1/2" INSULATION T.G. INSULATION I I 1 1.5 3.2 4 FOURTH FLOOR PLAN 3/3T= V - a' I 1 I 8 8.5 9.5 10 0— ;U G� — e0,� —® Ph mG_) C >� M M Owner CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION 503 CLEVELAND STREET CLEARWATER, FL 33765 Owner's Representative Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727- 467 -6583 fax: 727- 445 -7277 email: designlandlord ®(J.net Consultants PROSTYLE ARCHITECTURE, INC. AA26001036 521 Chestnut St Clearwater Florida 33756 Tel 127-462 -5300 Fax 727462.5399 nick(dlprostylearch.corn Fax Consultants Consultants Project Number: P1106 -15 Drawn by: LL Date issued: Revisions: ❑ PRELIMINARY SET PERMITTING SET ❑ CONSTRUCTION SET Project OCEAN VIEW RENOVATION Project Address 300 N. OSCEOLA AVE. CLEARWATER, FL 33755 Drawing Title FOURTH FLOOR PLAN Drawing Number A ®117 FIFTH FLOOR PLAN 3/32" =1' - 9' Owner CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION 603 CLEVELAND STREET CLEARWATER, FL 33765 Owner's Representative Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727 - 467 -6583 fox: 727- 445 -7277 email: design Ian dlord @ij.net Consultants PROSTYLE ARCHITECTURE, INC. AA26001036 521 Chestnut St Clearwater Florida 33756 Tel 727.462 -5300 Fax 727.462 -5399 nick0prosMearch.com www.prostylearch,com Consultants Consultants Project Number: P1106.16 Drawn by. LL Date issued: Revisions: PRELIMINARY SET PERMITTING SET CONSTRUCTION SET Project OCEAN VIEW RENOVATION Project Address 300 N. OSCEOLA AVE. CLEARWATER, FL 33755 Drawing Title FIFTH FLOOR PLAN Drawing Number A -1 19 n G� 0® -< m® � M � �n M era ;04 Owner CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION 603 CLEVELAND STREET CLEARWATER, FL 33765 Owner's Representative Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727 - 467 -6583 fox: 727- 445 -7277 email: design Ian dlord @ij.net Consultants PROSTYLE ARCHITECTURE, INC. AA26001036 521 Chestnut St Clearwater Florida 33756 Tel 727.462 -5300 Fax 727.462 -5399 nick0prosMearch.com www.prostylearch,com Consultants Consultants Project Number: P1106.16 Drawn by. LL Date issued: Revisions: PRELIMINARY SET PERMITTING SET CONSTRUCTION SET Project OCEAN VIEW RENOVATION Project Address 300 N. OSCEOLA AVE. CLEARWATER, FL 33755 Drawing Title FIFTH FLOOR PLAN Drawing Number A -1 19 � I 1 1.5 3.2 4 8 8.5 9.5 10 SIXTH FLOOR PLAN NORTH 3/32' =1' -9' �z 3" ®z� 0 � Mme_ > M M Z 4 Owner CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION 503 CLEVELAND STREET CLEARWATER, FL 33755 Owners Representative Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727- 467 -6583 fox: 727- 445 -7277 email: designlandlord @ij.net Consultants PROSTYLE ARCHITECTURE, INC. AA26001036 521 Chestnut St Clearwater Florida 33756 Tel 727 -462 -5300 Fax 727462 -5399 nlckftprostylearch.com www.prostylearch.com Consultants Consultants Project Number: P1106 -15 Drawn by: LL Date issued: Revisions: ❑ PRELIMINARY SET PERMITTING SET CONSTRUCTION SET Project OCEAN VIEW RENOVATION Project Address 300 N. OSCEOLA AVE. CLEARWATER, FL 33755 Drawing Title SIXTH FLOOR PLAN Drawing Number A ®123 E.3 F.5 �J SEVENTH FLOOR PLAN 3/37' =1' -0" NORTH C.1 Owner CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION 503 CLEVELAND STREET CLEARWATER, FL 33755 Owner's Representative Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727- 467 -6583 fax: 727- 445 -7277 email: design Ion dlord®ij.net Consultants PROSTYLE ARCHITECTURE, INC. AA26001036 521 Chestnut St Clearwater Florida 33756 Tel 727.462 -5300 Fax 727 -462 -5399 nickAprostwlearch.00m www.pmstylearch.com Consultants Consultants Project Number: P1106.16 Drawn by: LL Dote issued: Revisions: ❑ PRELIMINARY SET ❑ PERMITTING SET ❑ CONSTRUCTION SET Project OCEAN VIEW RENOVATION Project Address 300 N. OSCEOLA AVE. CLEARWATER, FL 33755 Drawing Title SEVENTH FLOOR PLAN Drawing Number A-1 26 z n 0 - m � -v r M 1'7't �Z -.i Owner CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION 503 CLEVELAND STREET CLEARWATER, FL 33755 Owner's Representative Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727- 467 -6583 fax: 727- 445 -7277 email: design Ion dlord®ij.net Consultants PROSTYLE ARCHITECTURE, INC. AA26001036 521 Chestnut St Clearwater Florida 33756 Tel 727.462 -5300 Fax 727 -462 -5399 nickAprostwlearch.00m www.pmstylearch.com Consultants Consultants Project Number: P1106.16 Drawn by: LL Dote issued: Revisions: ❑ PRELIMINARY SET ❑ PERMITTING SET ❑ CONSTRUCTION SET Project OCEAN VIEW RENOVATION Project Address 300 N. OSCEOLA AVE. CLEARWATER, FL 33755 Drawing Title SEVENTH FLOOR PLAN Drawing Number A-1 26 NEW FIXED ALUMINUM NEW ROUGH TEXTURE WINDOWS ST CCO BETWEENBANDS NEW HO OW METAL HIGHIMPACT GLAZING 66.00' ENTRY DOORS (TYP.) (TYP.) 'IFT.O. PARAPET 60.41' • . ,:, � NEW T.o. EYEBROW C==3 NEW NON- STRUCTURAL F ARCHITECTURAL COLUMNS O 1 (0I 4 3 d2FL00R a ❑� c- - - -- -� 8.13' El 2nd �--- --� ❑E - - -- 0.00' . , '.... 1st FLOOR NEW ENTRANCE LOBBY ADDITION WITH NEW STUCCO FINISH TOP OF PAVING OF -� EXIST. RESIDENT PARKING EAST ELEVATION A-130 1/16" -I' -0' NEW ARCHITECTURAL NEW ARCHITECTURAE BUILD OUT FEATURE BUILD OUT FEATURE NEW STUCCO FINISH CONTROL JOINTS 66.00' T.O. PARAPET 60.4 V TA. EYY EBROW 51.78' 7th FLOOR 43.15' 6th FLOOR NEW HANDRAILS T34.52L 5th FLY OCR 25.89' 4th FLOOR iW ARCHITECTURALE IILD OUT FEATURE lk 17.26 ' 3rd FLOOR 8.63' 2nd FLOOR I st FLOOR OPEN BELOW NEW IMPACT RESISTANT GLASS IN NEW HORIZONTAL SLIDING DOORS r. NEW EXTERIOR INSULATION _ k 66.00' T.O. PARAPET AND FINISH SYSTEM BANDING -- -- -�- - -- __� T.O. EYEBROW NEW IMPACT RESISTANT 66.00' GLASS AND FRAME T.O. PARAPET 0111 WINDOWS - i�51.78 ' - __� _______ Z--n NEW BUILT UP FAUX NEW BUILT UP FAUX e BALCONY FEATURE FE V� BALCONY FEATURE o 1 `143.15' — �� 6th FLOOR E n WITH STUCCO FINISH T.O. EYEBROW _ - - - -' -- -_= 5th FLOOR 1I _i NEW HANDRAILS ON NEW 110-111 �rn NON- FUNCTIONING m FAUX BALCONY 51.78 c' - -� T7th FLOOR s s NEW IMPACT RESISTANT GLASS AND FRAME :W STUCCO TYPICAL ALL ID CONTROL FOR WINDOWS INTS OVER 43.15' ISTING Ign c - = -� 6th FLOOR F ARCHITECTURAL COLUMNS O 1 (0I 4 3 d2FL00R a ❑� c- - - -- -� 8.13' El 2nd �--- --� ❑E - - -- 0.00' . , '.... 1st FLOOR NEW ENTRANCE LOBBY ADDITION WITH NEW STUCCO FINISH TOP OF PAVING OF -� EXIST. RESIDENT PARKING EAST ELEVATION A-130 1/16" -I' -0' NEW ARCHITECTURAL NEW ARCHITECTURAE BUILD OUT FEATURE BUILD OUT FEATURE NEW STUCCO FINISH CONTROL JOINTS 66.00' T.O. PARAPET 60.4 V TA. EYY EBROW 51.78' 7th FLOOR 43.15' 6th FLOOR NEW HANDRAILS T34.52L 5th FLY OCR 25.89' 4th FLOOR iW ARCHITECTURALE IILD OUT FEATURE lk 17.26 ' 3rd FLOOR 8.63' 2nd FLOOR I st FLOOR OPEN BELOW NEW IMPACT RESISTANT GLASS IN NEW HORIZONTAL SLIDING DOORS r. NEW EXTERIOR INSULATION _ k 66.00' T.O. PARAPET AND FINISH SYSTEM BANDING -- -- -�- - -- __� T.O. EYEBROW NEW IMPACT RESISTANT 66.00' GLASS AND FRAME T.O. PARAPET 0111 WINDOWS - i�51.78 ' - __� _______ Z--n NEW BUILT UP FAUX NEW BUILT UP FAUX e BALCONY FEATURE FE V� BALCONY FEATURE 1 `143.15' — �� 6th FLOOR E n WITH STUCCO FINISH T.O. EYEBROW _ - - - -' -- -_= 5th FLOOR 1I _i NEW HANDRAILS ON NEW 110-111 �rn NON- FUNCTIONING m FAUX BALCONY 51.78 c' - -� T7th FLOOR s s NEW IMPACT RESISTANT GLASS AND FRAME :W STUCCO TYPICAL ALL ID CONTROL FOR WINDOWS INTS OVER 43.15' ISTING Ign c - = -� 6th FLOOR F NEW ARCHITECTURAL- 9 BUILDOUT FEATURE 1 Ad,34.52 c - =-� ip 5th FLOOR U7 S N -H 25.89' c = 4th FLOOR EXISTING s n BALCONY SLAB (TYP.) c -� -p- 3rd FLOOR IL S ER 8.63' 2nd FLOOR EXTERIOR INSULATION FINISH SYSTEM BANDING J EXISTING -' EXISTINCM NEW ROUGH TEXTURE BALCONY SLAB BALCONY SLAB STUCCO AT BASE (TYP.) (TYP.) WEST ELEVATION NEW IMPACT RESISTANT - GLASS AND FRAME TYPICAL ALL WINDOWS EXISTING �— BALCONY SLAB (TYP.) NEW ARCHITECTURAL BUILD OUT FEATURE NEW LOBBY ADDITION 25.89' Jl 4th FLOOR NEW ACCESSIBLE RAMP 0.00' 1st FLOOR NEW EXTERIOR INSULATION - AND FINISH SYSTEM BANDING OPEN BELOW ENTRY DOORS (TYP�) NEW ROUGH TEXTURE STUCCO BETWEEN BANDS _ k 66.00' T.O. PARAPET -- -- -�- - -- __� T.O. EYEBROW NEW IMPACT RESISTANT s GLASS AND FRAME 111 IN 0111 WINDOWS - i�51.78 ' - __� _______ 7th FLOOR NEW BUILT UP FAUX e BALCONY FEATURE FE V� (TYP.) 1 `143.15' �� 6th FLOOR E NEW ARCHITECTURAL BUILDOUT FEATURE 34.52' _ - - - -' -- -_= 5th FLOOR 1I _i I NINE 110-111 �rn m FOR —I Ign J EXISTING -' EXISTINCM NEW ROUGH TEXTURE BALCONY SLAB BALCONY SLAB STUCCO AT BASE (TYP.) (TYP.) WEST ELEVATION NEW IMPACT RESISTANT - GLASS AND FRAME TYPICAL ALL WINDOWS EXISTING �— BALCONY SLAB (TYP.) NEW ARCHITECTURAL BUILD OUT FEATURE NEW LOBBY ADDITION 25.89' Jl 4th FLOOR NEW ACCESSIBLE RAMP 0.00' 1st FLOOR NEW EXTERIOR INSULATION - AND FINISH SYSTEM BANDING OPEN BELOW ENTRY DOORS (TYP�) NEW ROUGH TEXTURE STUCCO BETWEEN BANDS NEW ROUGH TEXTURE STUCCO AT BASE 2 SOUTH ELEVATION A-130 NEW STUCCO FINISH - 66.00' Y�T.O. PARAPET T.O. EYEBROW c = P IF 1,51.7e' 7th FLOOR NEW ARCHITECTUROD P BUILD OUT FEATURE .4 - 5 11 6th FLOOR P }� 34.5F2 5th FLOOR c_ - - -- - - -_ 0 NEW ROUGH TEXTURE STUCCO BETWEEN BANDS P ❑ ❑u IL =E1 C I �❑ �•. &i7EMENr �• EW ROUGH TEXTURE rUCCO AT BASE ___ __�.•' NEW ROUGH TEXTURE STUCCO AT BASE r-4-� NORTH ELEVATION A-130 NEW ROUGH TEXTURE STUCCO AT BASE C.J. X00 _ k 66.00' T.O. PARAPET -- -- -�- - -- __� T.O. EYEBROW NEW IMPACT RESISTANT s GLASS AND FRAME TYPICAL ALL WINDOWS - i�51.78 ' - __� _______ 7th FLOOR NEW BUILT UP FAUX e BALCONY FEATURE WITH STUCCO FINISH V� (TYP.) 1 `143.15' �� 6th FLOOR E NEW ARCHITECTURAL BUILDOUT FEATURE 34.52' _ - - - -' -- -_= 5th FLOOR NEW ROUGH TEXTURE STUCCO AT BASE 2 SOUTH ELEVATION A-130 NEW STUCCO FINISH - 66.00' Y�T.O. PARAPET T.O. EYEBROW c = P IF 1,51.7e' 7th FLOOR NEW ARCHITECTUROD P BUILD OUT FEATURE .4 - 5 11 6th FLOOR P }� 34.5F2 5th FLOOR c_ - - -- - - -_ 0 NEW ROUGH TEXTURE STUCCO BETWEEN BANDS P ❑ ❑u IL =E1 C I �❑ �•. &i7EMENr �• EW ROUGH TEXTURE rUCCO AT BASE ___ __�.•' NEW ROUGH TEXTURE STUCCO AT BASE r-4-� NORTH ELEVATION A-130 NEW ROUGH TEXTURE STUCCO AT BASE C.J. X00 aC')N rr V� a 1I _i �rn m NEW STUCCO FINISH 25.89' 4th FLOORAT rwenue ores 0.00' 1st FLOOR NEW EXTERIOR INSULATION AND FINISH SYSTEM BANDING NEW ARCHITECTURAL c== - - - --� BUILD OUT FEATURE NEW IMPACT RESISTANT �-� GLASS AND FRAME TYPICAL ALL WINDOWS EXISTING BALCONY SLAB (TYP.) EXISTING I:'I'."'•.• BALCONY SLAB (TYP.) ORIGIN RECEIVEID MAY 0 4 2001 PLANNING DEPARTMENT CITY OF CLEARWATER Owner CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION 603 CLEVELAND STREET CLEARWATER, FL 33765 Owner's Representative Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727- 467 -6583 fox: 727 - 445 -7277 email: designlandlord @ij.net Consultants PROSTYLE ARCHITECTURE,INC. AA26001036 521 Chestnut St Clearwater Florida 33756 Tel 727- 462 -5300 Fax 727.462 -5399 nlckaprostylearch.com www.prostylearch.com Consultants Consultants Project Number: P1106 -15 Drawn by. LL Date issued: Revisions: PRELIMINARY SET PERMITTING SET CONSTRUCTION SET Project OCEAN VIEW RENOVATION Project Address 300 N. OSCEOLA AVE. CLEARWATER, FL 33755 Drawing Title NEW BUILDING ELEVATIONS Drawing Number �,, I X11 �, EAST ELEVATION A -129 118" =1' q (3:) WEST ELEVATION F-0-1 0 SOUTH ELEVATION A•129 118 " =1' - 0" -AW MEMO = I�J-0 =00 a �u.o, �� ■�■ C1�_ 1 1�11�11� 71m-J (3:) WEST ELEVATION F-0-1 0 SOUTH ELEVATION A•129 118 " =1' - 0" NORTH ELEVATION A-129 1/8 " =1' -0' 0 � I No �7 II��II ORIGIN RECEIVED MAY 0 41007 PLANNING DEPARTMENT CITY OF CLEARWATER Owner CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION 503 CLEVELAND STREET CLEARWATER, FL 33765 Owner's Representative Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727- 467 -6583 fax: 727- 445 -7277 email: designIondlord @ij.net Consultants PROSTYLE ARCHITECTURE, INC. AA26001036 521 Chestnut St Clearwater Florida 33756 Tel 727462 -5300 Fax 727462 -5399 nlck(ftrostylearch.com www.prosMearch.com Consultants Consultants Project Number: P1106.15 Drawn by. LL Date issued: Revisions: PRELIMINARY SET ❑ PERMITTING SET CONSTRUCTION SET Project OCEAN VIEW RENOVATION Project Address 300 N. OSCEOLA AVE. CLEARWATER, FL 33755 Drawing Title EXISTING EXTERIOR ELEVATIONS Drawing Number A ®129 -AW = I�J-0 NORTH ELEVATION A-129 1/8 " =1' -0' 0 � I No �7 II��II ORIGIN RECEIVED MAY 0 41007 PLANNING DEPARTMENT CITY OF CLEARWATER Owner CHURCH OF SCIENTOLOGY FLAG SERVICE ORGANIZATION 503 CLEVELAND STREET CLEARWATER, FL 33765 Owner's Representative Church of Scientology FLB LANDLORD OFFICE 319 S. Garden Ave. Clearwater, FL 33756 tel: 727- 467 -6583 fax: 727- 445 -7277 email: designIondlord @ij.net Consultants PROSTYLE ARCHITECTURE, INC. AA26001036 521 Chestnut St Clearwater Florida 33756 Tel 727462 -5300 Fax 727462 -5399 nlck(ftrostylearch.com www.prosMearch.com Consultants Consultants Project Number: P1106.15 Drawn by. LL Date issued: Revisions: PRELIMINARY SET ❑ PERMITTING SET CONSTRUCTION SET Project OCEAN VIEW RENOVATION Project Address 300 N. OSCEOLA AVE. CLEARWATER, FL 33755 Drawing Title EXISTING EXTERIOR ELEVATIONS Drawing Number A ®129